HomeMy WebLinkAboutVAIL VILLAGE FILING 2 LOT E F VAIL VALLEY MEDICAL CENTER 1989-1991 HOSPITAL EXPANSION AND PARKING STRUCTURES PART 2 LEGALh
l,lARCH | 994
i['f!'r$." H
Planninei cnd Zoninn
for ftledlcal Dislricrf
communiry needs and specific site characteristics. An ordinance
is less likely to be challenged ifsupported by local research. The
box on page 4lists some organizations that can provide data on
various medical facilities.
Ugers cnd Dedgn Revlew Condderctlonr
By Miehelle Gregory
of medical uses such as laboratories, medical supply stores,Planners should keep this in mind when reviewing the parking
lot size and outdoor storage provisions of a
Health care is the topic of the 1990s. lVho isn't drafting a plan Medical campuses may contain a wide range of uses, but they
to simpli$ it? As health care services have become more invariably contain a hospital. For hospitals, the number ofbeds
sp..i"iitei, more costly, and more complex, so have health care and bed iccupan.y ,r,., "r. fr.q..rentiy used as indicators for
facilities. Hospitals are constantly expanding to make room for requirements such as parking, visitor facilities, and constructron
emerging technology, new beds, more parking, and related uses phasing. The demand for more beds, along with the constant
like dialysis centers or physical therapy clinics. New medical accommodation of new technology, puts many medical
facilities are being planned to accommodate an even wider array campuses in a constant stare ofconstruction or expansion.
I I prrxno eners
=
ADJAc€Nr PFoPE8TY
itd. Hqhrry meolcal drstrlct pfan. f nele may D
recurring need for extra space to
'i - - - - --.::: - -' -'1 \. t.- accommodate temporary trailt
medical district plan. There may be a
. ",a accommodate temporary trailers,
.\ -/ --..^l-- ^^..:-*^-. ^-l L,,:ll:-t.,/Z w e4r\.rr. truck. equiprnent, and building
/ \\'.9. "'.t"rielr There shnnld elco h,..1 mate rials. There should also be
|.'+,"- adequare outdoor electrical
classroom buildings, of-
fices, housing for hospital
staffand students. and other
accessory uses. These facilities
provide essential services and
serve as maror employment cen-
ters that contribute greatly to a
community's economic health. But,
as behemoth land uses go, they can be a
nuisance ifnot an outright encroachment
on surrounding neighborhoods.
But planning and zoning for this
industry so ironically called the "ailing health
care system" have become simpler with the emergence of medical employees (doctors, nurses, technicians, and researchers),
medical districrs. These districts represent a collaborative effort non-medical employees (dietitians, maintenance staff, and
Proposed parking lot redesign in a 1987 *udy published inlTE Journal
conceming traffc at a tubarban Neu Orleans medical frcility.
by planners, health care facility developers, and citizens to
produce guidelines that protect adjacent landowners from the ill
effects of medical facilities, while facilitating the most efficienr
and viable develooment of the medical camous. This issue of
Zoning Neu examines the site planning issues planners should
consider in developing a medical district.
Zoning Nerts reviewed all the examples of medical district
ordinances it could find and gleaned from them their best
features, This compilation is by no means a model medical
district ordinance and should not be interoreted as such. The
dimensional requirements. standards, and ordinance texm
italicized here are exceroted from the sources cited. Dimensional
requirements and standards should alwavs reflect individual
administrative staff), paramedics, patients, students, visitors, and
delivery persons. Many of these users have specific access needs.
Generally, staffparking is located behind medical buildings.
Doctors have a separate parking lot close to the building. This is
due in part to their place atop the medical hierarchy, but also
because many hospitals require doctors to use a specific entrance
rhat monitors their oresence. Medical emolovees work around thc
clock and usually require close, well-lit parking.
Emergency access and parking for ambulances should be
resolved during site pla4 review and should be reviewed by a
traffic engineer. Non-medical employees, the lowest in the health
care hierarchy, generally \i/ork during the day and get the parking
spaces farthest from the building. Sometimes a covered walkway
..<
is constructed down the center of the lor to shelter those who
must walk long distances during inclement weathe r.
Parking for visitors, who come and go frequently, should
be clearly separated from staffparking. It should be close to a
non-emergency entrance, and access should be controlled. A
study of parking acriviw at a suburban New Orleans medical
faciliry showed that hospital employees used visitor-designated
parking to avoid walking long distances. Assignment of
individual parking spaces and better enforcement prevented
the hospital from having to add an additional lot. (See 1IE
Journal, "Reevaftation of Parking Facilities at a Medical
Faciliqv: A Case Study," October 1987.) To avoid confusion,
signs that clearly indicate the location of lors should be posted
near all entrances to the faciliry.
Many medical campuses, especially those with teaching
hospitals, will be abuzz with medical students. Students'
houling and classes frequently are located on or near the
medical campus, and srudenrs are less likely to travel by car.
They often require integrated, well-lit, and well-marked
sidewalks and bicycle paths. In Hunswille, Alabama,
applicants must include a sidewalk plan that is contiguous
throughout the development and integrated into the
community sidewalk system. Medical campuses should also
provide for bicycle storage. Bus routes should circulate through
the site, and stops should be well-marked and shelrered.
Finally, separare access for delivery trucks should be situated
near the loading areas and away from emergenry vehicle routes.
lhe lledlcol Dlrtdcl Ordlnonce
The compilation below draws from medical district provisions
we found in Alabama (Huntsville); California (Escondido);
Colorado (Denver); Florida (Dayrona Beach, Indian fuver
Counry, Jupiter, Miami Beach); Illinois (Peoria); Iowa
(Dubuque); and Missouri (Creve Coeur, Higginsville, Oakland).
Title,^lhe district's title should be generic. The most obvious
title is simply Medical District. Other possibilities in use are
Hospital Professional Zone (Escondido), Health Uses District
(Oakland), Health Services District (Higginsville), Planned
Hospital District (Creve Coeur), or Institutional Disrrict
(Dubuque). This last oprion is more e ncompassing and usually
includes provisions for universities or large government facilities.
Description. This should convey the public purpose
associated with establishing the districr and should be in plain
English. If the purpose is not clear, the communiry may wanr ro
reevaluate the need for the district. Here are rwo examoles. The
fi rst is succincr:
The purpose and intent of the Medical Center Distict is to
prouide areas in appropriate locations ubere medical
facilities may be e*ablisbed when the need exisrs. (Jupiter)
A communiry wishing to emphasize the district's place
within the community or its relevance to a comprehensive plan
could use this language:
The Medical District is intended to implement the Indian
Riuer CounE Comprehensiue PIan policics for managing the
deuelopment of the major portions of land designated as part
ofa hospital/commercial nodt, to prouide a uariety of uses
uhich support a major medical facility, and to protect suclt a
faciliry liom encroachment by land uses uthich may haue an
aduerse effect on the operation and potential expansion of the
facility. Land uses tltat coaU cause an ad.uerse effect would
generafu includr rhose us€s that are likeu to be objectionable
to neighboing properties because ofnoise, uibration, odors,
smohe, amount of naffc generated, or other physical
manifestations. These medical dbnict reguhtions are
intended to protect, promote, and improue the public health,
safety, comfon, order, appearance, conuenience, and general
welfare of the inhabitants of this district and its enuirons.
(Indian fuver County)
Defnitions. Some ordinances we reviewed included a
definitions section for various uses soecific to that district.
Others simplv refer the reader to anorher secrion of the land-use
code or zoning ordinance where all definitions are listed.
Permine4 Special, Aecessory, Conditional, or Prohibited Uses,
Uses are often listed individually in an exhaustive, single-column
format. However, they can be grouped by rype and exianded as
the need arises. This makes an ordinance.appear better organized
and easier ro cross-reference with other provisions that apply to
those uses generally. It is also a good idea to include a paragraph
that explains the ground rules for all uses in that category. In the
example in the box, which pertains only ro rhe permitred uses
section, Indian River County employs both techniques.
Dimensional Requirements and Other Site Planning Issues.
Dimensiona.l requirements vary widely among rhe ordinances we
surveyed. There are rypical requirements for minimum fronr-,
rear-, and side-yard setbacks and for maximum lot coverage.
Some ordinances contain a minimum site size for the whole
district (five acres in Daytona Beach, 30 acres in Creve Coeur),
while others list only a minimum lot size within rhe district
(8,500 square feet in Huntsville, 7,000 square feet in Escondido).
Some ordinances include building height restrictions, which are
intended to keep flight paths clear for helicopters and ro reduce
noise reverberation. In Escondido, height is funher restricted by a
heliport overlay zone, which divides the land surrounding Palomar
Hospital into I I graduated, height-restricted areas with
increments that correspond to distances from the hospital. The
areas farthest from the hospital may have rhe highest buildings.
The overlay includes an interesting provision for a deed restriction
requirement as a condition for approval ofany new use or
expansion of an existing use within rhe zone:
The language of the deed restriction or equiuahnt document
shall be in a form satisfactory to the city attorney. This
docutnent sltall haae the daal parpose of both prnenting
po tentia I safety pro b lems resuhing from strucfiiret
encroaching into the required beliport flight path and
alertingfuture ouners [ofproperty in the zone] as to the
presence of the height re*rictions. (Escondido Heliport
Overlay Zone. Article XXII, Sec. 33-494-b)
Rerldentiol Nelghbors: A tpeclol Goncern
lVhen districts border on residential property, friction with
the communiry is predictable. Standard dimensional
requirements should be customized for these areas to reduce
any negariue impacts a medical district might have on
surrounding residences. Public hearings are a surefire way to
find out what concerns neighbors have. Most often, residents
are worried about noise, rraffic, view obstruction, glare,
property values, rrash and orher forms ofoutdoor i orrg..
and employees parking on the street. Planners should
facilitate communication between neishborhood
organizations and representatiues frori rhe medical faciliry to
iron out some of these difficulties.
Denver formalized this process in 1991 after controversy
flared over a proposed expansion by a Kaiser-Permanente
medical facility. Irs ordinance now includes a provision thar
guarantees public notification and an opportunity for
participation in the approval process prior to certain types
of construction. ]ts code also invires public comment on
landscaping requirements near residential areas. Below are
some excerpts from a lengrhy section of the De nve r Hospital
District ordinance called "Construction Subiect to Special
Review." Ir applies ro any new construction related rt
emergency access, which is a frequent generator of noise
and traffic.
Upon receipt of an application for zoning permit for eon-
strlretion . . . the department of zoning adminisnation shall
transmit a copy of sach application to the plznning ofice, ciry
council ofice, public works, affeaed regisnred neighborhood
organizatioru . - - and to otber sucb agencies, either public or
priuate, as may be deemed b1 the department to haue an
interest (Sec. 59.533.10 (2)) . . . a pknning board comtnit-
tee metting at uthich all parties and intere*ed citizens shall
baue an o??ortunity to be heard, may be held u,ithin thirty
(30) d.ays following the date that the compltted zoning
permit uas receiued . . . All reuieuting agencies, both public
and piuate, shall transmit to the pknning ffice their
rccommendatioru or commentJ no kter than three (3)
working days prior to the phnning board committee meeting.
(Sec. 59.533.10 (3))
The concerns of nearby citizens can also be effectively
diffused by requiring larger setbacks and extensive buffering and
landscaping for areas near residential streets. The Creve Coeur
code addresses this:
Side and rear yard:: No building, tt/uetule, or parking Lot
shall be located uithin two hundred (200) feet ofany
abatting single-famiQ residential mning distict 'A," "8,"
"C," and 'AR," districts except tltat the sabaeh may be
redaced to twen4,-fue (2fl feet for parhing or driuetaay and
sixty (60) feet for building setbach uhen a.djacent to anl
single-famiQ residtntial zoning district properry in the "A."
"8," "C," and 'AR" disticts containing churches, slnagoguel
or other ?laces of u,orship, or any baildings fom property
zoned to any other zoning district shall be twenty (20) feu.
The bufer area resuhingfrom these setbach lequirements
shall be landsmped and prouidtd u.,ith other sreening deuices
as dzemed apprapriate by the plznning and zoning
commission (Creve Coeur Code Sec. 26-40.5 (c) 2)
Creve Coeur a.lso does a good job oFlinking its medical
district provision to ocher local environmental regulations for
the protection of the community at large:
Enuironmental controk: All deuelopment shall conform uith
the Enuironmental Performance Standtrd prouided in
Settion 26-80 and with all other appropriate enaironmental
controk including those relating to landscaping lighing
bufering stormuater retention, and erosion control proaidcd
in Article V. (Creve Coeur Code Sec. 26-40.5 (c) 2e)
Open space around medical srmpuses, particularly hospitals,
is extremely important. In addition to acting as a buffer, it
provides an amenable environment for visitors who may be
waiting to see a patient, for staff on breaks, and for stud€nts
who often fill time studying. Claire Cooper M arcus's People
Places (chtpter seven, "Hospital Outdoor Spaces") is highly
recommended reading, Landscaping for open space areas,
driveways, parking areas, walkways, sitting areas, and
entranceways should also be required. Escondido's provision,
too long to reprint here, addresses these issues effectively.
Probl€ms generated by rraffic can be further mitigated by
cuttins off access to the facilities from residential streets.
Dayto-na Beach does this:
U(here HM district prcpet! abuts hr)o stre$s and ako abuts
ary resid.ential distict, dccess t0 the HM d^fiict ?roperty
shall be prouided only fom the ttreet not ab tting the
raidential distict. Access ma1 be prouided from a residential
district only as a speeial use. (Dayrona Beach Land
Development Code Sec. 3-HM, 3.5(c))
Lighting and Sips. Lighting from signs and parking lots also
irritates homeown€rs near medical facilities. Jupiter's ordinance
deals with this issue briskly.
Artifcial lighting used to illuminate the premises andlor
aduertising copy shall be directed away from adjacent
?roPerties. (Sec. 5 13.4.A)
As with definitions, most medical districts include no special
sign provisions, but simply refer to the community's sign
ordinance. Escondido's Hospital Professional Zone is the only
one we surveyed with its own provision for signs. In summary,
it has specific provisions to allow only: signs that contain names
of establishments, goods, or services; building identification;
directional signs; 'for rent," "for sale," or "for lease" signs;
temporary signs applylng to construdion; cenain types oF
freestanding signs; and historical, point-of-interest, or other
state cultural signs. (Sec. 33-317 a-h)
Parhing Requirements. Parking requirements for uses withtn
medical districts vary. As with the definitions, many cities
require the reader to refer to a general section on parking
requirements for the whole ordinxnce. Others include them in
the medical district ordinance. Below are some of the standards
we found in our collection of medical district ordinances. More
examples may be found in OffS*eet Parhing Reqairemen* (PAS
Repon No. 432).
t Hospital
1.5 spaces per bed (Miami Beach)
I space per each bed (Huntsville)
1.1 spaces per bed, plus I space per staffdoctor (Jupiter)
t Educational facility
1 space per 5 seats in the main auditorium or 1 space for 3
seats per classroom, which ever is greater (Miami Beach)
Generul offites
I space per 400 square leet of area (Miami Beach)
I space per 200 square leet offloor area (Huntsville)
t Clinic
1 space per 400 square feet of area (Miami Beach)
1 space per 150 square feet offloor area (Oakland)
1 space per 200 square leet ofarea (Huntsville)
5 spaces per 1,000 square feet of total floor area, plus I
space for each tenant (Jupiter)
t Hospital Staf Ofice
1 space per 350 square feet of area (Miami Beach)
I Doctors' and Narses' Quarters
1 space per unit (Huntsville)
t Nursing Home, Conualescent Home, Home for the Aged, Life
Care Facility
I space for each three beds (Oakland)
I space for each lour beds (Huntsville)
I space for each four boarding units, and I space for each
rwo staffpersons on the largest working shift (Daytona)
t Drug Store
1 space per 200 square feet of area (Huntsville)
I Ambulance Seraice
2 spaces for each ambulance vehicle controlled (Huntsville)
t Medical Laboratory or Medical Supply House
I space per each 300 square feet (Huntsville)
a Dal Care Centers
5 spaces for transient use plus I space per employee and
assistant with a minimum of 2 employee parking spaces
Qupiter)
I Re*aurant/Cafeteria
At least I parking space for each 3 seats offered to the public
in a restaurant or cafeterla and for each 2 seats in a lounge,
plus I space per employee on the shift ofgreatest
employment. (Jupiter)
Site Pkn ApprouL Submbsion Requiremeats, and Prucedures.
The best way to ensure the implementation ofstandagds and
requirements such as those above is to require developers to go
through a master or conceptual plan approval process. Open
communication among developers, planners, engineers, builders,
Zoning Ncus is a monthly nelvslettcr published by thc Amcrican Planning
Associarion. Subscriprions arc evailable for $45 (U.S.) and $i4 (forcign).
Michacl B. Barkcr, Execurive Director! Frank S. So, Dcpury Execurive Director;
\flilliern R. Klcin. Director of Rcsearch.
Zoning Ncu is produced ar APA. Jim Schwab, Editor; Michael Barrette, Dan Bivcr,
Sarah Bohlcn, Fa'; Dolnick, Michclle Gregory, Alissz Hanmer, Saniay Jcer, Mary.
Morris, Reportcrs; Cynrhia Cheski. Assisrant tditol Lisr Brrton, Dcsign and
Copyrighr O1994 by American Planning Associrrion, l3l3 E.60th St., Chicrgo, lL
60637. Thc American Planning Associarion has htadquarters officcs at 1776
Massachusctts Ave., N.V., Vashington, DC 20036.
All righn rcservcd. No part of this publication may bc rcproduced or utilized in any
form or by any mcans, elcccronic or mechanical, includ;ng phorocopying, recording,
or by any information storagc and rerrieval s;rsrcm, wirhour permissioD in wt;ting
from thc Amcricrn Planning Asociation.
Printcd on rccycled papcr, including 50-7090 rccyclcd fibcr
and l07o postconsumer waste.
and zoning officials serves to mirigate problems before any
concrete is poured. Dubuque's ordinance fleshes out its entire
review and approval process, outlined below. See Supplement No.
5 Section 3-5-D, "Procedures for district estxblishment and
expansion," of its institutional districr ordinance for details:
(l) Application and conceptual development plan submission
a. Written information
b. Graphic materials
Commission hearing
Commission recommendation
Conceptual development plan approval
Council action
Submission of final site developme nt plan
Development according to final site development plan
a. Site development plan review
b. Construction of improvements or posting of bond
c. Time limitation
d. Extension of time limitation
e. Changes from plan
llnk lo lhe Gomprehcnrlve Plon
Finally, as with any district, it is a good pracrice to link its
provisions to the community's future. Health care districts
continue to surface as a legitimate issue to be dealt with in rhe
comprehensive planning process. Redding, California; Asheville,
North Carolina; Baton Rouge, Louisiana; and Bay'town, Texas,
all address health care services and facilities in rheir most recenr
comprehensive plans. This is important not only as a social issue
but also as an economic one for any community that relies on a
large medical district as a major employment center. Including a
statement that emphasizes the importance of the medical distnct
in your community's plan For the Future lets residenr, develop-
ers, and health care administrators know their resoonsibilitv to
the community as a whole .
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DEVEIOPER IMPROVEMENT AGREETiIENT
THIS AGREEMENT, made and entered into thisJ-)shay of
199L, by and between VAIL CLINIC, INC., D/B/A VAIL VAL,LEY I'IEDIC
QENTER, -a Texas Non-Profit corporation, (hereinafter called the
rrDeveloperrr), and the TOWN OF VAIL, (hereinafter called the rrTownrt).
WITNESSETH:
WHEREAS, the Developer as a condition of approval for the
Temporary Certificate of Occupancy for the Vail Valley Medical Parking
Structure (hereinafter called the t'Parking Structuretr), wishes to
enter into a Developer Improvement Agreementi and
WHEREAS, the Developer is obligated to provide security or
collateral sufficient in the judgrnent of the Town to make reasonable
provisions for conpletion of certain improvements set forth belowi and
WHEREAS, Developer has agreed to set up an account with Merrill
Lynch and authorize the Town of VaiI to draw upon such account-
WHEREAS, the Developer wishes to provide collateral to guarantee
perfornance of this agreement, including construction of the above-
referenced improvements by means of the following:
Developer has established an
Lynch in a dollar amount as set
account shall provide security
account #84-056-323o at Merrill
forth below (the rrAccountrr), such
for the following:
IMPROVEIT,IENT
Earthwork
Asphalt Paving
Concrete Sidewalk/Curb and Gutter
Miscellaneous concrete
Tie-in to existing Hospital Building
Detached Stair structure € S.w. corner
tt. Landscape Construction $ 3o,o00.00
Such account may be drawn upon jointly by the Developer and the Tohrn
of VaiI, or by the Town of Vail along pursuant to the terms of the
attached letter dated February 22, L99L to the Town Manager.
a.
b.
c.
d.
e.
f.
I
$
I
I
$
cost
13 , 000.00
21., 0oo. 00
8, 000. oo
3 , 000.00
43 , 500.00
9,500. oo
Now THEREFoRE, in consideration of the following mutual covenants
and agreements, the Developer and the Town altree as follows:
1. The Developer hereby agrees, at its sole cost and expenses,
to furnish aII eguipurent and material necessary to perform and
conplete, on or before the following dates:
a.
b.
c.
d.
IMPROVEMENT
Earthwork
Asphalt Paving
concrete Sidewalk/Curb and Gutter
lliscellaneous Concrete
e. Tie-in to existing Hospital Building
f. Detached Stair Structure 0 S.w. corner
gt. Landscape Construction
DATE OF COI,TPLETTON
June l-5, 1991
June 15, 1-991
June l-5, 1991
June 15, 1991
June 15, L99L
June L5, 1991-
August 1, 1991
The Developer shall cornplete, in a good workmanlike manner, all
improvements as listed above, in accordance with a1l plans and
sp-cifications filed in the office of the Community DeveloPment
Department, the Town of VaiJ,, and to do all work incidental thereto
according to and in compliance with the following:
a. AIl laws of the United States of Anerica, State of Colorado
or the Town of Vail and its respective agencies' affected
special districts and/or service districts.
b. Such other designs, drawings, naps, specifications,
sketches, and other matter submitted by the Developer to be
approved by any of the above-referenced governmental
entities. AII said work shatl be done under the inspectionof, and to the satisfaction of the Town Engineer, the Town
Building official, or other official from the Town of Vail ,affected special districts or service districts, as their
respective interest may appear, and shall not be deemed
complete until approved and accepted as conpleted by the
Town of VaiI Cornrnunity Development Departnent and Public
Works Departnent.
2. The total estimated cost of said work and improvements isthe sum of $L28,000.00.
To secure and guarantee performance of its obligations as set
forth herein, the Developer agrees to provide security and collateral
as follows:
An account #84-056-3230 in the amount of 9128'000.00 has been
established with Merrill Lynch, whereby the Town of Vail shall
have the authority to draw upon such account without any consent
by the Developer, Merrill Lynch or any other third party.
3. The Developer nay at any tine substitute the collateral
originally set forth above for another forn of collateral acceptable
to ttre town to g'uarantee the faithful cornpletion of those. improvements
referred to herein and the performance of the terns of this Agreenent.
Such acceptance by the Town of alternative collateral shall be at the
Townts sole discretion.
4. The Tohtn shall not, nor shall any officer or employee
thereofi be liable or responsible for any accident, loss or damage
happening or occurring to the work specifled in this Agreement' nor
snalf the Town, nor any officer or employee thereof, be liable for any
persons or property injured by reason of the nature of said work, but
lft of said lillilities shall and are hereby assurned by the Developer.
The Developer hereby agrees to indernnify and hold harmless the
Town, and any of its officers, agents and employees against any
Losses, claims, damages, or liabilities to which the Town or any such
of its'officers, agents, or employees may become subject to, insofar
as any such lossei, claims, dlrnages or liabilities (or actions in
respect thereof) that arise out of or are based uPon any performance
fy the Developer hereunderi and the Developer shall reimburse the Town
for any and aII legal or other expenses reasonably incurred by the
Town in connection with investigating or defending any such loss,
claim, damage, liability or action. This inderunity provision shall be
in addition to any other liability which the Developer may have.
5. It is mutually agreed that the Developer rnay apply to the
Tosrn and the Town shall authorize for partial release of the
collateral deposited with Merrill Lynch for each category of
iurprovement at such time as such improvernents are constructed in
compliance with all plans and specifications as referenced hereunder
and accepted by the Town. By way of example, upon completion and
acceptance by the Town of alt asphalt paving to be installed on or
adjacent to the Parking structure the sum of $21,o00.00 shall be
released from the Aaccount for the payrnent of such improvement.
6. If the Town determines that any of such improvements as
contemplated hereunder are not constructed in compliance with the
plans and specifications set forth herein, it shalL furnish the
Developer a list of specific deficiencies and shall be entitled to
trtrL 2? 'q1 1FE fi - = !:'9.!tr =r,-r5:15 t=!-tE vF,t t f,tr,cJ | €.c., I r;cr-rr.,r-
ATIEST:
iL^^l&w E J,r^r*-t_
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"P.'t t
contlnue t'o wlthhord .collateral to lnsura Euch compriance. rf thrrown deternlnes thct the nevel0per wiir-"ot-eonstruct any or all ofth€- lmProvenents ln accordin""-"Ii,rt all of trre Jpeclf,icatLong End ti'etahros as rar forth herorn, a; -;;iti{;-"-i-"i.J"iti. yo.rr{ *rLsr uusrrdate lf weathGr doec not perrnle ir," compiJirJii-"i .uctr lmprovcnranrs,th€ To'dn nay vlthdraw.frorn the-lciount eich funda ae nay be nec€Esaryto conplete the unflnlshea. frnprovernents but noi in an Bnoun! gr€aterthan the anou*e t:_":!.forrh olpo*iiii-tgr3-g;ti;.ii1v"riJt!t-Iili""Y'=fiponwithdrawlng r:f euch.fynds, rna't"run errafj b;-;;il6"ted iJ col,iiitc-tfrclnprovementE for whlch cuitr "urns were ulthdra,*n.
7, The Oeveloirer vrarrantg Elt worr< and uraterlal for a perl0d oton6 year after accept,ancg of aIr work rrferred to in thla-Agrirs,"ni nytha town if euch trork ls locaied on Town of vatl rand or roadrlght-of-way.
8. ?he partieg hereto mutually- agree that thle Agreenent nay beamcndcd from tlne.to tlrnep pr"riCiO i;nai euch inenaurenti ne fn wiiifngand execut,ed by alt partiie^her;r,r,
Datod the day and y€af flrst above wrlttsn.
vArL clrNrc, INC. I D/B/A VAI.L
VAIJIJEV MEDTCAL CENTER, il TexasNorl-Prof It Corporatlon
, :c.r,. t-.15f
STATE OF COI'RADO
COUNTY OF EAGLE
)) ss.
)
The foregoing Developer ]m rovement Agreement was acknowledged
before ne this Aa aay oi , 1991 by Dr. Charles Howard
as President of Vail CIinJ, fnc., d/B/a VaiI Vatley lledical center, a
Texas Non-Profit Corporation.
,, Witness ny hand and official seal .
Notary Public
STATE OF COIORADO
COUNTY OF EAGLE
ss.
before ne this 3
The foregoing Developer
o rne fhiq 3Orc darr af30" day of Agreement wap acknowfg9g.g{
, 1991 by Knnd&llv.
ASas loovt l\O"tmfi-ana
or EnElownrc fr.
Witness my hand and official seal
'C.1:,::"...1-,-^"
My cornniss ion exp ires on : [,?;;,U*?*;:,.i].Y" T.iliHl Gcnnj;:ol errJjei ffoy. fi lvd
"="-EFEB 22 '91 15114 r,=:++ ecr
cooc tct ?!v. tt l
PR|l{rl0 t}r u,t.r,
RESOLVED, THAT
Town of Vall, Manager
dl(dHt{dgtb'fn(
I'l .-o nJ i c rr. I Cenleril frp . ZD I
... -. (fcco.unl Nonhr-131:04J06 --.- )VAIL VATLEY I'ITDICAL CENTER.CONSiNTICII_Or{ FUNO
c0RP0Rlftor.l AuTHoRrzaflor{ ?o SErL
^}rD
EFboRSE $ECURtttES
VICg.PRE$IOE!IT
THE TREASUREI.T
oR ANV oF zllEM, BE AND THEY ARs HgRgBY AlrTHoRlzED To 9ELL, AsslcN, ENDoRiE FoR
TRANSFSR, AND D0 ALL OTttER THtNcs flBcsssAny ro sgcuRE nrE TRANSFER oF cERTtF.
TCATES REPRESENTINC STOCI($, BONDS OR OTHER SOCURTTTES NOlt RECISTERED OT{ HERE.
AFTSF REGITTERED tN THE NAME OS ?IIIS CORPORATION.
. _. vdl'l VallFy_UeOtc-gl_-Ceglgl
ffi#
IIICORFORATED UTIDER THg LAWS OF THE $TATB OF . TEXA-S
I{ERIBY cEiTlFv THAI TllE FoREootNc ts A ltuE copy oF A REsot uloN DULy ADOpTBD
EY TIIS BOARD OF DIBTCTORS OF SAID CORPORATION AT AilEENIIO DULY HEtD THE
DAY OF
AT W}IICH A.QUORUM WAS FRESENT AT{D VOTII{C, AND THAT THg SAIIE HAS ITOT BEEN RE.
PEALED oR AMENDED ANo REMAINs tN FULL FoRcE AND EFFtEcr AND DoEs Nor coNFlter
UITH TflE BY.LAW_g OF SAID CORI1ORATION,
February 22, \99L
ATTEST:
lx lutl
l9
.* '.-,;,iuff,".i.1t!
l,_$J !!cl4ahan,,,. chtief,Executive 0fficer
c9rrciAtl
voilvolley
medicolcenter
181 West Meadow Drive, Suite 1(x)
Vail, Colorado 81657
(303) 47&24s1
February 6, 1991
Ms. Kristan Pritz
Director of Cormunity Development
Town of Vai'l
75 S. Frontage Road
Vail, Co. 81657
Dear Kristan:
Earlier today I reviewed the status of parking structure construction with Dan
Stanek and Mike McGee. If the parking structure is treated as a detached
building (that is, having no enclosed points of connection with the ex'isting
hospital), we believe that we will be ready for a TCO inspection by the end of
next week.
If you will refer to the attached plans, ure propose asking for a TCO for the
top three 1eve1s, defined by the area inside the red lines. Until the two
2-storey adjoining buildings (Areas G and F) are complete, probably in about
sixty days, we wi'l'l use the structure for staff parking, encouraging patients
and visitors to use the surface lot at the west.
For your convenience, I have out'lined'in green the areas that wi'l I not be
entirely comp'lete next week. Below is a description of unfinished work within
each area:
. Area "A": Landscaping, sidewalks.
. Area "8": Asphal t paving,/
. Area "C": Landscaping, vehicle unloading zone, sidewalk,
concrete curbing.
. Area "D": Retaining.wall, stainvay (external to parking
structure ) .
. Area "8": Asphalt paving.
. Area "F": Two-storey building connecting parking structure with
east wing of hospital, sidewalk, retaining wall.
. Area "G: Two-storey building connecting parking structure with
northeast corner of hospital, sidewalk.
. Area "H": Asphalt paving.
/Conti nued
RaY McMahan
Adminislrator
$l'
February 6, 1991
lls. Kristan Pritz
Page 2 l
Except for landscaping, this remaining work is already included in our
construction contract with G.E. Johnson Construction Company. Landscapingwill be accomplished under a separate contract.
l{ork in Areas G and F is continuing. Remaining sitework in other areas will
be resumed as soon as weather permits this spring.
As a quasi-public facility wlth a long hlstory of meeting its corunitments, the
hospital asks for issuance of a TC() now, without providing a letter of creditor bond covering completion of remaining sitework. Thank you for your
cooperati on
Sincerely,
Dan Feeney-
Project Mana
DFliem
cc: Ray llcl{ahan, Admi nl strator
Encl osures
.t
6EJOHlLSON
COr'lSrRUqlON COMFA IY
February 13, 1991
tlr. Dan Feeney
Vall Valley iledlcal Center
181 West l,leadow, Sults 100
Va'|1, Colorado 81657
RE: VAIL VALLEy I,|EDICAL CENTER
ADDITIONS AT{D ALTEMTIONS
VAIL, CoLoRADO
Dear Dan:
Per your request, He are submlttlng our estimate of work notreferenced proJect. The cost breaidown ls as follows:
Earthwork
Asphalt Pav'lng
Concrete Sidewa'lk/Curb and Gutter
l,ll sce'l'l aneous Concrete
Ii9-tl To Exist'tng Hospttal Bullding
Detached Stair Structure g S.E. Corner
TOTAL ESTIMATE
Hark Phe'lan
ProJect Englneer
cc: l.lr. Jack Thomas-GE Johnson Construction Company
8e03. o3b/bk23
P 0. Box 2139
C ,lorado Spring:. Colorado 80101
(719) 473.532 r
(7191 4715324 {FAJ(}
310 S. Fourteenth Skeet 80904
ln place at
$13,000.00
21 ,000.00
8 ,000 . 00
3 , 000 .00
43 , 500.00
I . 500. 00
$98.000.00
The costs as llsted above are estlmated and are current as of February 13,1991. As you are aware, we w'r ll complete each item of work lJsted au6ve issoon as Heather and time p6rmlts. tle hope that the information provided inthis letter ls beneficlal to us and wHC in obtalning a-rCo'uv tlrts rtruisoiy,February 14, 1991.
should you have questlons concernlng this matter or requlre additional'lnformatlon, please do not hesitate to contact the undersllned.
Very truly yours,
iift\ir'/
631/DC TEL No.
{
' fiq
$4$Merrill lynch
TEII:ITY EE.T.JE.U I ;I;T
COl'11' T ti:rJl .L-EI;:
l'lA Il.. l4iLLEY l,lfi:lliCfit.- t";EhiTF:[i:
181 t'il"-.:!i'f i'l[:ril]Ul^i Dli:l.VE
S|.JI'IE t(-rO
l'lAI[..t CO. Bldr:17
D*<ar TEfi:ftY:
As PEI? Yr-luF,: INiil'F:l-fr,TILl'lti I Itftvh. Eist"AFl..IsriF:u Af.t ADDrrIoNril w';mA I
ACCOUhII' Et{TI IL-ED VnI[. vAl--L-[iY r'iE:nICAL f;E]'lIErl.-U0lrl!iTll:i.t[TITJN FLlf,il-,r: lAX Itr.84'-(l:I63230.
FURTFIERT Yul.lfl Il\llilfi:ll[;TroNt! itL ir:+rttsltgn $l?a.0oo.Qr] FAEE VJrLl.tE fJFvvt,lc'5 ci-;-'rJ-E:l &.-raz rngAguRy sEctltiiITIEs rNtTi:l T|-tIs FlEt{ Act:nuNr tJAs
ALS0 FEEht FRitCM:tliHD. t"ilit. RON F-t.t1Lt_IFt! t{,ILL rJF: t-[$-f.ED ri.s T.t-tE
AU I.{L]F:IZED F.[:RSON FIIR TI.IIS AfiI:OLIIIIT. I
I
I
FOI1 YOUI': RE[:0n.DS T]18 Nf::t,J ACt,ttt,,l'JT Nt-ll'lEE:[;: ISi: 411r.*(]4J06.
S i rrcr+ re I v.
,/) ,l,/ / .-1.."" "
[,[''r* c-Yl\
fd0sis lr{.!i.
f: I hli.\f{ri I frl. COt.liiL-ll-1 r:ll,ll
i'lEt:li:I t-1.- L r'l.lCl I
Feb 15,91 g:55 P,02/02
Me r r t, I Ly nc h ('orf,tlrtrrer Mrrr(er,
Orre United Bnnk Cerrter
l?00 l.incoln
46lh Flmr
Denver, Cr.rlorado 8UZU:!4S99
3{tB 8:t9 3000
A
-Feb-15-91?)iryri|-.:rl .?1t .L=, L??cn, I C --' 11 t ei-
Rri'f r ij I
I
4. '.':'fli,i#
:'; . ;
'$iq,..1 Februarv
.': I
M,,il?!lfli[.,.,.
llr l99l
i", town raanqir
Town or iall
-?5 - south Frontago RaadVatl, Colorado -Sl;';;-
DBar l,tr. Phllllpa,
fi l;,Tffi""glT"oirTf
"oj"."Tisi;11.j",f:-" j^r::.,ggg.00 rs ro be herdliriii.":!ElTi'-ffi"""1x"."",;3-'"'i",f :""i.i,iJrSff ;f %i""".1,iiii it t ;lm; ;i i;"n ff """#"'J.,r":: {{i jil:i : l: ; u .. :t I .
_Il tht€ contract ts not ln Dl
ii#di""f "ol.up.3ettd-o-nl"['1on".iiii::e,l'I;.11"?'r,Trj',.il;;"Tiilq.;sure corff-'."luv' The escr.g$r- ""r6uni" "liao _!r,9^ be use,J to"iiu"tu.Jr".''lvreErofl
ot vall varr.i-i"irlli c€nrer.s pa*irng
l::?? n t whr cn- .ii"iiilit #11"'rT"::.. q1' r nti,ni Gi' t J'. l'il,rteveloped rvr"' \'r Yarl may accesg per a conDr€ctdeve I oped ,
I;i i
ji'"fjJr 13 S"";i. f ; "r1fr H ; 1";, :." :^'; 1.- l : e : e
n
"
r w, r h r h e r o v, n o r. vall t,o reducE;___ r,errLvr. wtsnes to work togeEhera""r"iun-"-"";;."r""'ffit|,P"l*-t"-t::_erpecrti6;;;;-i,posslble, yourof occupanY 1s
agsletance tn O'ur ":"8 l'rvr''r'ems aa. erpedttlously asapprectated. obtalnlng a temporiry
""r-tTfr'"Ji"
9lncere I y,
ft,17{=.t
sl#iff;;fowardr r
ch/kh
- z-xa.#, t 'qir.#tpe+*t.it#-- j..r'! .-:nrzi*i.,..{r€r--.
\,.tr | |l{*d I
i
181 Wost Mu?g-l"p,lr",Suhs 1(X)voil. 9glorodo Sro5i(ns) azo.ziir
Va I loy
up an
belng
P-a2.
r-_ 1l
i 51991
"no,,.,5!Llf*x,gn
M;:y;iit"",",.
February 6, 1991
Ms. Kristan Pritz
Director of Connunity Development
Town of Vail
75 S. Frontage RoadVail, Co. 81657
Dear Kristan:
181 West Meadow Drive, Suite 100
Vail, Colorado 81657
(3O3) 47F24s1
a, ,,,\
Ifi,
Earlier today I reviewed the status of parking structure construction with Dan
Stanek and Mike McGee. If the parking structure is treated as a detached
building (that is, having no enclosed pb;nts of connection with the exT-ifg-
hospital), we believe that we will be ready for a TCO inspect'ion by the end of
next week.
If you will refer to the attached plans, we propose asking for a TCO for the
top three levels, defined by the area inside the red lines. Untjl the two
2-storey adjoining buildings (Areas G and F) are complete, probably in aboutsixty days, we wil'l use the structure for staff parking, encourag'ing patients
and visitors to use the surface lot at the west.
For your convenience, I have outlined in green the areas that wi'l I not be
entfrely complete next week. Below is a description of unfinished work within
each area:
. Area "A": Landscaping, sidewa'l ks.
. Area "B": Asphalt paving.
. Area "C": Landscaping, vehicle unloading zone, sidewal k,
concrete curbing.
. Area "D": Retaining wa11, stairway (external to parking
structure ) .
. Area "E": Asphalt paving.
. Area "F": Two-storey building connecting parking structure with
east wing of hospital , sidewalk, retaining wall.
Area "G:Two-storey building connecting parking structure with
northeast corner of hospital, sidewalk.
/Cont i nued
Ray McMahan
Administrator
Area "H": Asphalt paving.
February 6, 1991
Ms. Kristan Pritz
Page 2
Except for landscaping, this remaining work is already included in our
construction contract with G.E. Johnson Construction Company, Landscapingwi'll be accomplished under a separate contract.
Work in Areas G and F is continuing. Remaining sitework in other areas wjl'l
be resumed as soon as weather permits this spring.
As a quasi-public facility with a long history of meeting its commitments, the
hospital asks for issuance of a TCO now, without providing a letter of creditor bond covering completion of remaining sitework. Thank you for your
cooperati on.
Si ncerel y,
Dan Feene]
Project Mana
DFljem
cc: Ray McMahan, Administrator
Encl osures
Dennis Anderson Associates, Inc.
Landscape Architecture . Planning . Visual Communication
February 13, 1991
Dan Feeney, P.E.
VAIL VALLEY MEDICAL CENTER
181 West Meadow Drive
\,taii, Colorado 81657
Re:Vail Valley Medical Center, Landscape Construction Work / Phase ll
Dear Dan:
In accordance with your request, I have prepared a summary of probable costs for
landscape construction. In the area defined as phase ll or adjacent to the parking
structure I estimate $30,000. for landscape work including irrigation.
Sincerely,
Dennis Anderson, A.S.L.A.
P.O. Box 1387
Edwards, Colorado 81632 . (303) 926-2433
XLL Li i 51991
EEJOHNSON
CONSTRUCNON COMPANT
February 13,'1991
l{r. Dan Feeney
Vail Valley iledlcal Center
181 l€st l'leador, Sulte 100
Val1, Colorado 81657
RE:VAIL VALLEY TIEDICAL CENTER
ADDITISIS AIID ALTERATIOIIS
VAIL, 00LORAD0
Dear Dan:
Per your reguest, ws are subm{tt'lng our estimate of work
referenced proJect. The cost breakdown ls as follows:
Earthwork
Asphalt Pavlng
Concrete Sidewalk/Curb and Gutter
l,l1 scel laneous Concrete
Tie-In To Exlsting Hospital Building
Detached Stalr Structure e S.E. Corner
TOTAL ESTIMATE
P O. Box 2139
C llorado Springs, Colorado 80901
I r- r9l 473-5321
t7 19) 473-5324 \FAJ.)
310 S. Fourteenfi Street 80904
not 'in place at
013,000.00
21,000.00
I,000.00
3,000.00
43,500.00
9.500.00
i96.000.00
The costs as ltsted above are estimated and are curr€nt as of February 13,
1991. As you are ayrare, we will complete each item of vork listed above as
soon as weathgr and tlme permlts. t{e hope that thE lnformation prov'lded in
this letter ls beneflclal to us and WllC ln obtalning a TCO by this Thursday'
February 14, 1991.
Should you have questlons concernlng thls matter or requlre addltlonal
lnfornatlon, p'lease do not hesitate to contact the underslgned.
VEry truly yours,
llark Phe'lan
ProJect Englneer
cc: l,lr. Jack Thomas-GE Johnson Construction Company
8903.03b/pk23
.$::E
February 22, 1991
Town }lanager
.:::' Town of Vail
75 South Frontage RoadVail, Colorado 81657
RE: Vail Valley Medical Center parking Structure
Dear Mr. phillips:
This is to certify that an account #84_056_3230 at Merrill Lynch hasbeen established in the amount of S128,ooo.oo for the use or credit ofvail-clinic, Tnc- d/b/a vail valley Medica:. ient.r to fund thecompletion of irnprovehents relatin! to the viii varrey Medicar centerParking structure, vail, colorado. Such itnpior"o,".,ts are as indicatedin that certain agreement dated the 22nd a"i-"r February, 1991entitled Developei rrnprovement Agreement by'and between-iail clinic,Inc- d/b/a vail vatley ltedical center and the Town of vail(trrmprovement Agreementtt) . shourd_ such improvernents not be cornpletedby vail clinic, rnc. d/b/a vair valrey Medicar center, as set forth in'such rrnprovernent Agreement, th;r fundsl or in"-r"naining--aiinc!-or tnefunds not already expended for impr""!r""t=--p"rr"ant to suchagreement, will be mlde available-airectiy-t;-i;. Town of Vail asrequested, without further consent, from viil crinic, i";: a7u7u*vuirVarley Medicar center or Merrirl Lynch r"i--"rpi.tion of the work.
The Town of Vail ruay draw upon account #84_056_3230 upon the followingconditions:
1' The vair c].tnrf . Tnc- d/b/a vair valley Medical center has notcornpleted the inprovements as set forth in the tnproverneniAgreenent in- accordance with the terms and condi.tions set forththerein.
2'' That the amount requested shall not exceed the dollar amount asset forth in the rmprovernent, Agreernent foi the work not cornpreted.
This comrnitrnent sharl expire on the date when the Town of Vair acceptsarl inprovenents as- cornpiete as set forth in such rnrprovementAgreement, or when l'terrirl Lvnch has funded the entire surn to VaiIclinic, r.nc. d/b/a vair valiey-raeaic.r ceniei and,/or the Town of vail
The underglgned hereby
CO}ISEIIT
agreee to the
BOI.JN OF
Cenr.-r
llo ev6nt shall thls
above lett
FP. -:3 3
Iown Hanager
ToHn of Val.lFebrulry 22, 1991
Page z
By:
for completlon of such lnprovenents. Inco:nmlEnent extend beyond June 15, 1992.
ValI -cllnlc, Inc. d/b/aVall Val-ley ltedlcal' Clnter,a Texas Non-Proflt corporation
VAIL , r
" +l-!-
^o#L Ir
90r
O[oP[ .^ U't{^t h^tL
a^txJ uu uC
181 West Meodow Drive, Suite 1@
Voil. Colorodo 81657
(3O3) 476-2451
June 19, 1991
Ms. Shel ly Me11o
Town Planner
Town of Vail
75 South Frontage Road
Vail, C0.81657
Dear Shel ly:
You evidently received a copy of a 13 June 1991 letter from Paul Powers to
me. In it, Mr. Powers erroneously implies that the hosp'i ta1 has been
involved in a sequence of decisions that has somehow denied him a building
permit for his project.
I am sure you can understand that we at the hospital are sensitive to
allegations that we have irnpeded someone else's project. Your 16 May letter
to me could be misconstrued as seeking the hospital's concurrence for the
stipulation that a building permit not be issued to the Vail National Bankuntil their eight spaces in our structure are available for use. In fact,it was apparently a unilateral decision on the part of the Town to require
the Vail National Bank to have the parking prior to issuance of a building
permit, rather than at the time of occupancy of their new space. The hospitalis not in the position of adding restrictive requirements to other owner's
building permit applications. Please clarify this essential point of factfor Mr. Powers.
For the sake of comp'leteness, I am including a copy of my reply to Paul
Powers' letter.
/i em
Encl osure
cc: Ray McMahan
t.Ja'l1y Stromberg
Roy McMohon
Chief Execulive Officer
rtiN ; r lggt
M voilvolley
medicolcenter
o
r
voilvclley 181 West ltrleodow Driw, Suite'100
Voil. Colorodo 81657
(303) 476-2451medicolcenter
June 19, 1991
l'lr. Paul Powers
Hanover Realty
650 South Cherry Street
Denver, Co.80222
Dear Paul:
I received your letter of June 13 discussjng Shel 1y Me'l lo's letter to mei regarding the temporary certificate of occupancy (TC0) for the Learning
Center portion of our project.
Shelly's letter advised VVMC of the terms under which the Town would be
issuing a TCO for the Learning Center, and we were asked to acknowledge
our understanding of these conditions. The Town was merely allowing us
to occupy the Learning Center several days before the remaining one-half
level of parking was available. lJe certainly had no input into nor nego-
tiated with the Town concerning its stipulations on VNB's building permit.
In any event, the condition in paragraph 1. of Shelly's letter has been
met. All construction material and equipment was removed from the lowest
one-half level by May 24, thus meeting the Town's requirement that all
spaces be available for parking not later than June 1.
As you know, VNB's license to use the eight spaces in the structure takes
effect upon payment of the "incremental cost" to VVl'lC. You will recall
that Ray McMahan's letter of February 18, 1991 offered these spaces to you
immediately upon our then-recent receipt of a TCO for the upper two and
one-half levels. However, you declined, preferring to wait until a permanent(tinal) certificate of occupancy was secured, probably in late summer. At
some subsequent time, you determ'i ned that you wanted the spaces sooner than
August or September, although a definite date was never specified. Regardless,
one fact remains: the eight spaces will become yours immediately upon our
receipt of your payment. The memorandum which you requested is not essential
for completing this transaction, but was provided so1e1y for your convenience.
Your letter implies that we prevented the issuance of VNB's building permit.
To the contrary, we had nothing to do with the Town's decisions on your
permit appl icat'ion and certainly were never advised by you or VNB about
any of your requirements or tim'ing. l.le are still awaiting information from
you on the date you desire to begin using these spaces.
/over
Roy lt/cMohon
Chief Exectrtiw Officer
a'.1 ,
' Mr. Paul Powers
June 19, 1991
Page Two
me a ca1 'l at your convenience if you wish to discuss this further.
/iem
cc: Ray Mclilahan
l{ally Stromberg
ry U\J6lJart.rrral,.l66tr T Nnf fl^:3[a rur rvtvr-
.fune 13, 1991 ?1!-
Mr. Dan Feeney
Project ManagerVail Valley Medical Centeri81 West Meadow DriveSuite 100Vail" Colorado 81557
Dear Dan:
Encloged ia a copy of a May 16, 1991 letter agreeuent
where it appearg that you and the Town of Vail have unilaterally
and without our coneent precluded the igsuance of building pemitsto our Vail National Bank building for an undeter:mined period oftjte. I{e do not agree with thig action and find it nost unusualthat such arr agreement can be reached without consulting theaffected entity, i.b., the r/NB Building Corporation and its tenant
Land Tit1e Company.
Please contact De at your earliest convenience to discussthie natter.
Sincerely,
Paul W. Powers
PWP:dee
Enclosurecc: Chrou File
Fr. Ray Mcl,tahan
r,/!ts. SheIIy MelloWallis S. Stronberg, Esq.
^RL!, tv'nl Z 41991
42 west meadow drive
vall, colorado 81657
(3031479.2250
May 20, 1991
fire department
Dan FeeneyVail Valley lledical Center18I West Meadow DrlveVail, Colorado 81657
Re: Flre Detectors - Locatlons ln Pre-stress Concrete Parklng
Structures
Dear llr. Feeney:
Chief Duran has aEked me to revlew the criterl-a for placenentof thernal detectors in pre-stresE concrete conetruction. I haveldentified the followlng factors as having J.npact on the decisionof lrhere thermal detectors should be located.
The prlmary reference dosument ls the 1990 edltion of N.F.P.A.Standard 72-8.
GOAIS OF THE SYSIEI.I DESIGN
The first point of concern lE nentioned ln Section 1-1.1. Thestandard le intended rrto provide baslc rl-nlnu requJ.rements...toensure tinely warning for the purposes of life safety and propertyprotectl-on. rl
Property protection is ttre easier of the two goals. The flrehistory In pre-stress concrete parking structures ls not well
documented and the recorded events are few. Property protectlon isusually a gecondary goal and allowe for more flextbtftty in deslgnand appllcation.
If the specific applicatlon calls for both life safety andproperty protection, then a more conservative approach ls reguired.Life safety concerns require attention to lnclude focus on smokeproductlon rates, toxicity, travel distances, hazardclassification, fuel arrangement and densj.ty, and fire growthrates.
Parklng Structure
Page 2
Recent fulI scale toxiclty etudies have ldenttfted at least 14
carcinogenlc by-producte and numerous components of a vehicle that
nay e:rplode If eubJected to exceeeive heat. Smoke production ratesof 1Or00o cubic feet per nLnute at 5OO degrees Fahrenheit are well
docunented.
FIRE BEINVTOR
A brief point concerning fire nodeling and conventlons on fire
behavlor Le necessary. Certaln assunptJ.onE nust be made as to howa fire will develop and progreEB.
For the purposeE of fire nodeling, f have ueed the followlng
common assumptlons:
l. Radlant heat energ:y is diesipated at a rate of one halfthe inverse squared, over distance.
2. Approxinately 65* of the heat energy iE dlesipatedthrough convectlon currents in a upward dlrection.
3. Approxinately 25 t of the heat le dispersed throughradiant heat ener!ry on a horlzontal plane.
4. Approxinately 10* of the heat output is dlrected backtowards the fuel in radiant heat feedback energ'y, thuscontributlng to pyrolysis and sustainlng the conbustlonprocess.
By extrapolation, lt can be assuned the heat output at a 45degree angle fron the horizontal plane would be in the 45t - 50*range. This aesunptlon ls crltical to evaluation of rate of risethernal detectors and the estinated thernal lag tine with respectto the elevatlon of the detectors above the heat Bource.
VEHICLE FIRES
Flres in passenger vehicles are assurned to occur under one offour Ecenarios. whlle perhaps the most counon, arson fires havehlstorJ-cally been excluded from consideratl.on. The costsasEociated wlth designing for arEon flres can be prohibitive.
The other three scenarlos lnclude engine cornpartuent fires,firee caused by overheated catalg,ic convertorsr- and fuel tanicompartment fl-res.
Fires ln the englne conpartment are generally llnited to theelectrical wirlng harness, Iinlted amounts of fuel ln and aroundthe carburetor, and a llnlted amount of plastj.cs.
Parking Structure
Page 3
An overheated catalytlc convertor Day cause the nastic
adhesive beneath the rlght rear pasEenger floor board to lgmlte,
and thus spread into the paesenger conpartnent. The freguency ofthls tlpe of fire haE not been dranatic but it does ocsur.
Fuel conpartment flreg ln gaeollne vehicles have been few.FueI spills involvlng gasoli-ne and dieEel fuel however, are a
conmon occurrence. The advent of L,PG and LNG powered vehJ-cles naypose as yet, unappreciated hazards and potentlals. Whlle fuelleaks from an LNc tank will tend to riEe and fill the cavlty
between the concrete trbeamsrn an ignitlon Bource ie stlll. requiredbefore a fire or exlrlosJ.on wlll regult. Unfortunately, Danyparking etructures have high tenperature godiun fight fixtures,incandescent lLghte, or other neanE lf illunlnation, all of whlchare electrically energized and may functLon as ignition sources.
LPG fuel tanks pose a uore eerious potential due to the rateof expansion of liquld propane to vapor. A single gallon of llgutd
propane will expand to approxJ.nately 165 gallons of lgnltable vapor1f released into the atnosphere. This cloud of flannable vaporwill tend to roll or float along the ground due to the density andweight of the propane. The air to fuel ratlo requlred forconbustion is comnon in anblent condltlons. Uultlple ignltlonsources are preEent by virtue of the nature of tlre occupancy. Anyrunning engine, hot tailplpe exhauBt, catalytlc convertors,electrical outlets, cJ.garettes, or other lgnltlon source canprovide Euffielent heat to ignite thlE lnvlelble cloud and resultln wlde spread lgnition of available fuels, including othervehicles.
FUEL CONFIGT'R,ATTON
The fuel conflguration Ie aeEr.uned to be a ninimun of threepasEenger vehlcles, all parked Eide by slde, head ln, withcustomary L2 x 20 foot parking Bpace6. The conflguration ls
assurned to be sinilar to the one used ln the scranton, Ohlo tests.
However, no aaEumptl.ons have been made as to the potentlal
outcomeE of various fuel contrlbutlons due to vehicle contents. ftcan be assumed certaLn vehlcles, such ae vans, pickup trucks, thecontents of such vehlcles and the variations caused by backing ina vehicle, would produce some degree of fluctuatLon ln the resultE.
TEST STANDARDS
U.L. Standard 268 Ls used to evaluate flre detectors forcom{tercl.al appllcation. The rrllEted epacingrr ls a reault of thedevicesr performance under the epeclfled test condltlons. Certalnelements of the testing procedure should be noted when considerlngthe applicatlon of the thermal detectors ln a parking structure.
Parklng Structure
Page 4
First, the effects of testlng in an enclosed room cannot bedlEcounted. A parklng structure does not characteristically have
dirnenslonE even close to the 50 by 30 foot test faclllty. The rateof fl.re enclosure wlthln the U.L. test room wlll by virtue of the
dimenslons, be nuch faster. The ceillng helght slll often vary ina parking structure fron eectLon to sectJ.on, vary between the
bottom of beans and the botton of the flange above, and the waII,celllng, and floor coverlngs w111 have a dlfferent latent heat ofabeorption and reflectl-ve characterlstLcs.
Theee factors, anong othere, w111 affect tlre themal lag,
anbient tenperature, rate of heat absorptlon, rate of reflectlveheat energy ln open areas, and lt should not be assuned the
Response Tine Index (RTI), perfornance or behavlor of the devlce
w111 be the Eane aE lt Is in the teEting laboratory.
DETECTOR PERFORI,IAI'ICE
The speciflc tlpe of detector, shape and tlpe of dome cover,the orientatlon of the heat deflector, and the proxfunity, nass andlocatlon of structural menbers ln a parking etructurer Ddy have aneffect on detector perfor:mance. The intent of the design of thespecific detector Day influence itrs perfor:mance in variousapplicatlons. Sone themal detectors are manufactured of stal-nlesssteel to reduce effects of anbient hunidity and resultantcorrosion. Sone thernal detectorE are rrrate conpensatedrt to adJustfor changing anbient condltions. Some detectore are sealed toprevent or reduce effects of the environnent, especially hunldity,dust, and chemicale ln the atnosphere.
FfRE SPRINKLAR PERFORI'IANCE
Flre sprLnkler syetems have proven thenselveE for over IOOyears as a vlable, effective and cost efficient elenent of firesafety design. fn order to facilitate dlstribution of water fronthe flre sprlnkler head over the fire area, one of two designsyetens has been enployed.
llhe flret and most common approach hae been to locate the flresprlnkler heads one or two LncheE above the botton of the stem, ataq average spaclng of L2 x 15 feet. ThiE affords properdiEtrlbution of the water, delivery of the deslred density, Lna ttprovides Bome phyeJ.cal protectJ.on for the fire eprinkler headEthenselves.
Parking structure
Page 5
Argruments that flre sprlnklers only cauEe a vehlcle fire toepread are lrrelevant. The flrst goal ls to provlde for llfesafety of the occupanta of the building and Eecondly, to providefor structural protectl.on. Protectl.on of the contentE of a parklng
strrrcture is not usually considered.
A flre sprinkler systetn, properly deelgned, properly installed
and properly maintained, will keep the fire from epreading toadjacent vehicles, reduce the fire growth rate and providesuffl-clent cool.lng to keep tenperatures below crltlcal levelE.Critlcal tenperatures have been l-dentlfied as belng 500, 800, and
120O degrees Fahrenheit.
Suggestlons that excessive stean production pose a hazard arelnvalld becauEe a proper fire sprinkler eysten wiII keep the firefron growlng large enough to cauge excegEive etean productlon. Dueto the hlgh latent heat of abBorptlon of rrater, actlvation of thesprinkler systen will cause an initl-al steam cloud but the stean
cloud condenses rapidly and EtartE to control the fire.
The presence of plastic fuel tankE haE llttle or no bearing
becauee fuel tankE are usually located beneath the vehlcle or lnthe trunk conpartment where water cannot easl1y penetrate. lheapplication of water will however, keep the rate of heat beinggenerated fron spreadlng and igniting nearby fuels.
STRUCTT'RAL FACTORS
Another goal of the fire protection systen ls to avoid lettlnga fLre funpact Etructural components to the degree the Etructuralnaterials reach a critical tenperature. At approxJ-nately 500degrees, minor cracking w111 occur in the concrete. At 800
degrees, spalling nill occur. t{hen spalling exposes the steel cordlnslde tbe concrete, the steel will start to fail . At 12OOdegrees, there is a danger fron faLlure of the steel .
The heat potentlal of a vehicle haE not, to ny knowledge, beencalculated or determined by laboratory testingr. Ilowever, years ofpractlcal experience and observation have convinced moet fireflghters vehicle fires produce sufflclent heat to cause structuralfaLlure of the netal Ln the vehicle, nelt the vehlcle, or othernriseproduce extrerne heat.
The heat glven off by the burnlng of rubber tires, gasolJ-ne,
and other petroleum based eubstancee Le known and can be aeeumed toreach upwards to 1800 degrees. Gasollne le known to produceapproxlnately 18,000 to 19,OOO BTUts per pound. Using heattransfer equations, it can be Ehown that ttrere ie sufficlent heatpotentlal in a passenger vehicle to cause crltical temperatures inthe structural nenbers if the fire iE not nitlgated.
Parking Structure
Page 6
PI.ACE}IENT FACTORS
One deslgn feature under considered Is that very few flres
have occurred locally, ln parklng etructureE. I have not been ableto ldentify any signiflcant data baEe that indicates there iE aserious concern over the rate of flree ln parklng etmcturee. Theapparent lack of a sJ.gnLfJ-cant data bage does not bowever, lndicatethere should be a reduction in the level. of protectlon notprovlded. lilhatever we are doJ-ng, It appears to be worklng.
It can aleo be arg:ued that the probabillty of a flre startJ-ngin a rnoving vehlcle and growJ-ng to any slgnlflcant proportlon, lslow. once the occupante of a vehlcle become aware the vehicle ls
on flre, they norually attenpt to stop the velrlcle and exit withouthesltation. Locatlng flre detectorE over tlre parklng places andnot installing them over the drlve lane Eeems reasonable. It does
cieen reasonable to locate fire detectors over the portlon of thearea where the vehicles are parked.
CODE REQUIRE!,TENTS
one aspect of the code Lssue deals with the ceilingconstruction. The pre-stress concrete tees fom two dLfferentcelling tlpes, dependlng on which Eet of deflnitlonE are uEed. TheAnerican Pre-stress Assoclatlon defines a ttJolsttt ae a etructuralmenber spaced at lnter:rralE egual to or less than 49 l-nches oncenter. BeaDE are defined as etructural nenbers spaced atintenrals greater than 48 Lnches. N.F.p.A. Standard Z2-E defineEa Joist as structural nenberE Epaced at interrrals 3 feet or l-esscenter to center. Beans are Epaced at lntenrals greater than 3feet on center.
There ls also an assurnptlon that Jolsts are secondarystructural nenbers and beans function ae priroary conponents.
Beams and Joists both nust proJect down 4 incheE or nore from thecell.lng by deflnition. The deterninatlon of bean and Jolstdeflnltions by epacLng ls a matter of arbltrarlly decJ.dJ.ng on anunber and apparently tras no real elgniflcance. The critlcalelenent of the deflnltlon appearB to be the Etructural functlon.Is it a prlnary or Eecondary rnernber?
fn N.F.P.A. StandardT2-8, 1990 editlon, Sectlon 3-4 locatlon,subsectio! 3-4.1, heat detectors are reguired to be mounted on th6ceillng wlth two exceptLons. Solid Jofst conEtructl-on recnrLresdetectors be located at the botton of the Jolsts and on treanconstruction, detectors nav be lnEtalled on the botton of the beansprovided the beans are less than 12 inches ln depth and the beansare spaced 8 feet or less, on center.
Parking structure
Page 7
Sectlon 3-5.3 also reguires detectors be placed ln each bay
formed by the beans if the beans proJect lore than 18 inches belowthe cell-ing and are I feet or Dore on center. The appendlx of 72-E, ln seqtl.on A-3-5.3, etates beam depth, ceillng height, beam
apacing and fire elze shouLd be coneldered. The ratio of bearndepth (d) to ceillng helght (h) le coneLdered a factor. In thisappllcation, the beam depth ls 24 Lnches on all levele except thearea below the top deck. The cej-lLng helght le generally 7r2m tothe botton of the tee, except for the level one drlve through areafor the anbulance. lttre variouE ratioe of D/H are as folloss:
The ratl-os of bean spacJ.ng (W) to celling height (H) are asfollows:
Celling helght
gt 2n
7r2tl
7t2t,
Ceillng Helght
gt2tl
7 | 2rl
Celling height
9r2il+24tr=134tr
7.2.1 +24tr=109tr
7t2n+32tr=116il
Bean Depth
24n
2Atl
32tl
Bean SpacJ-ng
4l
4r
Bean depth
24n
24tl
32tl
Ratlo
.2L
.27
.37
Ratlo
.43
.55
Ratlo
.L7
.22
.27
Under Eectlon (a) of appendlx A-3-5.3, lf the ratlo of beandepth to ceillng helght is greater than .10 and the ratlo of beanspacing to ceillng treight ls greater than .4O, then a detectorshould be placed in each bay. If these ratios are uaed, then adetector Is required in each bay.
ff the ceiling helght iE deternlned to be above the botton ofthe sten, on the lower slde of the flange, the ratlos are asfollows:
ParkJ-ng Structure
Page 8
RatloE for cel-lLng helght and beam apacLng neasurlng to the bottomof the flange are:
Celling helght
134 rl
108r1
116ll
Bean spaclng
48rl
48rl
48 rl
Ratlo
.35
.44
.41
Sectlon (b) notes than Ln the event the ratio of bean depth toceillng height is below.l0 or the ratlo of beam spacing to ceillngheight is below .40, the detectors should be located on the bottomof the beans.
CONCLUSION
Option I
Under the condition the defLnLtLons aE preacrJ-bed by theN.F.P.A. for beams and Jo1eta are used, two different deslgns areregulred baeed on the celling heights of the ambulance drlvethrough area and the remainder of the passenger vehicle parking
area.
In the anbulance drlve through, a fire detector is regulred atthe bottorn of the bean, at a denslty not nore than 2/3.s the lletedspaclng aB per sectl-on 3-5.3 and Table 3-5.1.2,72-8, 1990 edltlon.In the rest of the parklng garage, detectors shall be lnstalled lneach bay at a rate not more than 2/3t6 of the maxinun llEtedspaclng aEi per Table 3-5.1.2, sectiong 3-5.I, and 3-5.1.1.
option 2
Under the conditlon that the A:nerican Pre-EtresE AsEocLatl-ondeflnitions are used, the exlsting detectors can be relocated to anelevation approxinately even wlth the bottom of the beans.
The Linits of .1 and .4 on the ratloe accurately reflect theassumptlons discussed with respect to radiant heat energy,extrapolatLon of dLrectlonal heat output, fire plune developnentand reflectlve qualltles of tlre fire enclosure.
Parklng Stnrcture
PaEe 9
It ls the oplnlon of the Vall Flre Departnent that eltheroptlon ig well wlthln the legal reguJ,rements of the code, le in
keeping with the lntent of the code, and ueete or exceeds the
nininun perfor:uance antlcJ.pated by the code.
The denelty and epaclng of fire detectors reflected on thefire alaru plans gubnitted by Slnplex le consietent wLth placenent
at the bottom of the tees. llhe ptane vere approved under this
aesunptlon on Febnrat'y 25, 1991.
Each elenent and factor can be dl.ecueeed or e:glained ln uoredetall lf you eo deslre.
PleaEe revlew and respond. l{e would ll.ke to have a resolutl.onof this sLtuation as soon as ls practical .
Thank You.
Slncerely,
Mlchael ltlccee
Fl.re MarehalValI FLre Departrent(303) 479-2250
cc:
Walty
Dave
Prebis,
sargent,
Cator / Runa
Colorado Pre-strese
Slnplex
.1/t -,- LD3 )
Town of Vai I Bui I d'i ng Dept.
LETffi @F T'RANSNfl ITITIAL
O Samples
the lollowing items:
tr Specifications
C
-
D
Resubmit-copies lor approval
Submit
-copies
for distribution
Return
-corrected
prints
ffilValley lfiiof Genter
'- 181 West Meadow Drive
Vail, Colorado 81657
303476-2451
TO
75 S. Frontage Road
Vail, C0 81657
WE ARE SENDING YOU d
D Shop drawings
tr Copy of letter
Attached tr Under soparat€
D Prints
E Change order
cowr vra
B Plans
tr
THESE ARE
o
tr
tr
D
D
TRANSMITTED as checked
For approval
For your use
As requested
For review and comment
FOR BIOS DUE
D Approved
D Approved
! Returned
as submitted
as noted
tor corroctions
tr
19- O PRINTS RETURNED AFTER LOAN TO US
REMARKS
oate JOI tao.4/r/9t
atlEntroNMr. Dan Stanek
R€:
VAIL VALLEY MEDICAL CENTER
coPrEs DATE NO.DESCRIPTIO'{
1 Ll2r/9r Chen Northern, Inc. Concrete test results - 56 day report
SIGNED:
COPY TO
tl .nctott!...... aot ,. not..t, riadty notitt tt. .. ""... Jgan MOWef f Of Dan Feeney
CltcntlNorthcnr,Inc
coJninrl rllr,.33-ornt frn rspun3 llr. ,.,'tlD lo lrt srrlllr''
^ 'ici' .. tr,.l iliiilc'-. .t .nir..rr..
.r''i Lo. CLtl IJA a.tfCo
'^.El|rrt l.CltF.. .rit .'<r?'lt l.
nrfrr oF coNcnrrE rEsr cvirten DATAr
''r3tFrft|l|'A.i|'rlo''!D|',iu|.f|r',r'rY.rdmi|t|'.|l,,|o|,|'rrF|,^|t'||Y'|nnqr..nn'|lrt'|l'ul'.t3cn'Et|,.ir'6onlYlnA:|t|ll.|Uf'|'tcrIIrI|o*"''.^xi?.,:].iiiiij#rirriiii'i-6.n."n,'ltr,ii-,iil]
i-\ {: i' r- | i' :" r''
TO: VAIL VALLEY MUDICAL CUNllill JOO NO. 4 424 90 D TE: 1-21-91
Attr: Mr. Dan Fccncy Atti' - 1 l9$:
l8l lVest lrlcadow Drive DALY nEPOllT NO. SHtiLT r OI:
Vai I CO 81657 rNVotcE No.
PRGJECT Vai I Valley lr'lerlicnl Ccnter l)arking Strtrctttre, Vail, Colo'r'atlo.
Lower Level, Slab on Grade, Lines B to C, Lines 2 to 3;
MTCI.I TICKET INFOR}JATION:
sUpruER l{cstertr l'lobi lc lnucx lo, LL7
1L:23 am
IrcKET M,. 3487
ny6 pn16p 11 : 40
cu, \o. 8
1l- :48 am
FIEII) TLSTING INFORMATION:
nuE TEr T r(O{ 12 .9lam3LUYP 4\
JOE SPEClnCAnOl|s SUJMP
[.f. AR @rnErfr T.gavtt uur wucttr137.8 oor. uMPu'lL,/P. 66 Nl{ lE}/P'
rhr. noaRr(s:8@40 oftN.
^lR
CONTOfr .T WAIE T ADDGD AT s'IE
CYUNDE'I INFORI'\TION:
rrr. oF ci\lllrDrris 6 rtl11rFn :it7f (r x l2'l rf ME t;n lntlrtr:; c.l\sT 12: LL l{|rDrr c^lr 0n-Si te
[}AIE StRtPPg, 1 'r) ',:r't llt3 . ^.l^fr-
nE|I IlX&
CUIIING INFOR},hTION:
tNlul CU;E 0n site Fl&D sTorucE Frctulrs lleated roorn UlN.,/trA(. 62 / 68Wt;nve tr v,a1-22-9l
con/split
con/sp1it
con,/sP1it
corrztplit
shear
shear
3040
3200
3930
3930
4390
4240
28.28
28.28
28. 2S
28.28
28.28
28.28
6.00
6.00
6.00
6.00
6.00
6.00
86,000
90,500
1.11,000
111 ,000
1 24 ,000
1 20 ,000
7
28
28
56
56
1- 28- 91
1- 28-91
2- 18-91
2- 18-91
3-18-91
:t--r.0-91
4000 t'sl o ?6 r|^Ys
It5n3 ra L lxt!{lurY rtnst ltrlr rtrt rrr ,,'tirtll"r'l *rlll r'r-tr'lif ''rlu-||tllflfi
|tt4l:€ oll||T r|.l3r l(,ltD
'Jort tro tr..rarKtfr ir,i- itic'iisi rnlonl rqY lt l'll('vll'(o ItY olllt,nl'
Carolyn Adarns 'l'. Laudick
FIELD OIjSERVER APPRO\ED UT
Fisher lleece .Jolrtrson Arcltitccts,
coPlEs Attr' Mr. skip Spcns!1i."1orrr MoSiIc
G.E. Johnson Construction Co', Attn: I'lr'
Jack 'ltornas ; Ilierbach Consu lt irrg Enginccrs
l-rr.ti rl lqa'!
RF l. F \vE0
*o* t 1 \ggl CHEN-NORTHERN, INC.
CONSUITIIIG ENGII,IEERS AND SCIEIII ISTS
REPORT OF CONCRETE TEST CYIJINDER DATA
l0: Vsil vattey f,ledicat center JoB xo. 4 /.24 90 DArE: 2-4-91Attn: Xn. Dan Feeney
181 Uest lleador Drive sHEEr I oF IVsit Co 81657
PROJECI: Vail Vattey l.ledical Center porking Structure, V8it, Colorsdo
PIACEI{EIIT LOCAT IOII :Perking garage, Lorer level, Sleb
Bouth of the north erd.
on Grade,[orth hat f; This load placed st the entrance 10.
BATCII TICKEI I[F(n ATIOil:
,IRUCr ilo. 117 ItcKET'ItltE B TCIEo: 9:36 am
[o. 0t 352II E ARRI VED:
SUPPLI€R: Iestern ilobi lel x DESrGlr xo. 45
I II,IE PLACED:_JU.YD. toAD/ACCU :
FIETD TESIIIIG t }ITORilAT I dI
IlllE TEST lAKEll: 10:10 am
JoE SPECI Flc TIOIS3 SLutlP:
sLU P:
I lt.
4 I ll. AIR COI|TEIT3
AIR COITENT: 7
6.0
SAI.IPLE TEUP: 63
I
UATER ADDED
OF
}IET
AT
AIR TEMP: 30 "h
UNIT tlElGIT:14,|.0 pct.
SITE: GAL
cYLlltDER tlroRitATtotl
IO. Of CYLIIIDERS:6 CYLIIIDER slZE' 6(x12n Ttl.rE cYtrNDERs cAsI: 10:20 am UHERE cAsT: On site
cuRt ltc I lrFoRt'tAT I oll
liltTlAL CURE: 0n site FtEtD STORAGE FACI| tTtES3 curebox
DATE RECEIVED AT LA8: 2-5-91 By: B. Hays illx./ Ax.
AGE
DAYS
OATE
TESTED
ToTAL t0 0
(rBs)
DIAI.IETER
( INctTES)
AREA
(se.tlt.)
cd,rP.sIR.
(PSI )
IYP€ OF
TRACTURE
CYL I NDER
UEI GTIT
(t8s)
CYLIIIOER
UIIIT I,E IGNI
(PCF)
7
7
28
28
28
28
?-11-91
2-11-91
3-1-91
3-4-91
3-4-91
3-1-91
102,000
107,500
132,000
118,500
147 ,500
14t ,500
6.00
6.00
6.00
6.00
6.00
6.00
28.24
28.28
28-28
28.?8
28.28
28.28
3610
3800
4670
4900
5220
5000
con/shear
con./shear
con/spt i t
con/shear
con/spt i t
con/shear
DES I GI,I STRE}IGTH 4000 PSt 28 DAYS
TESTS 8Y IABORATORY PERSOII}IEL ARE IiI ACCORDANCE IIITH APPLTCASLE ASTM H€THODS UNLESS OIHERUISE NOTED
SCI.{E IIITORI.IAIIOX OF TIIIS TEST REPORT I.IAY BE PROVIDED BY OIIIERS.
REIIARKS: Sanple taken at truck discharge.
CoPIES Fisher Reece & Johnson Architects - Attn: Skip Spenst
G. E. Johnson Construction - Attn: Jack Thoflas
Bierbach ConsuI t ing Engineers
llestern l{obi le - Attn: euality Control Lab
Atan Bathke lim Lardick
rIELD OBSERVER APPROVED 8Y
AS A l't IUAL PROTECTIoII T0 CtIENTS, TllE PUEL|C AnD OURSELVES, AtL REPORTS ARE SUBHTTTED AS THE Coltf|DEIItAt pROpERTy oF
CI.IEIIIS, AIIO AUTIIORIZAITON FOR PUBLICATION OF STATEIIENIS, COTICLUSIONS OR EXTRACIS FROII OR REGARDTNG OIJR REPORTS IS
RESERVED PENDING CIJR URIIIEII APPROVAL. SAITIPLES I.'ITT 8E DISPOSED OT AFTER IESTI}IG IS COTTPLEIEO UIILESS OTHER ARRAIIGEMEIIIS
AGREEO IO III IIRITIIIG.
A menb€r ot the [L! croup of Conpanies
tofl[ [o. CI1Ell]A l/91
REC tr-I\I F I'J
HAR 1 t 1gg1 CHEN-NORTHERN, INC.
coilsuLrI[G EIGII|EERS AltD SCtEI SIS
REPORT OF CONCRETE TEST CYIJTNDER DATA
TO: Vail V6tley lledical CenterAttn: r. Dan teeney
181 9est tleadou Drive
Vai t co 81657
PROJECI3 Vail Vsl, tey l,ledical Center parking structure, Vail, Cotorado
JOB xo. 4 424 90 DAIE: 2-5-91
slEEt 1 0F I
PLACEIIENI locAflo : Parking garage, lorer tevet, slab on grade, Line 3 to 4, Line C to o and Line E to t. line 5 to 4.
8ATC8 TtCTET t[FoR Ar tol
IRUC( lr0. 117 TtcKET lr0. 0l-3541
lll{E BAICIIED: 9:16 sm It[E ARRTVED3 10:00
ltI x
SUPPLIER: l,lestern l.lobi le
DESIGI{ }lo. 1212 rith fiber
Tl E PLACED3 10:10 am CU-YD. LOAD/ACC[I'|:am 8 0 24
flEL0 lEsI mG n{FoR}|AT t otl
TlllE T€ST TAKEI: 10320 em
JoB SPECIFICATIotIS: SLUttP:
SLUIIP:4 3/4 lN. AIR CoIIENT: 7.2
I II. ATR CONTEilT: 7
SAMPLE T€HP: 62
z
!,ATER ADDED
or lrn rerp, 39 oF
llET Urlll UEIGHT:138.5 pcf
AT SITE: 6 GAL
cYullDES I ilFoRilAT t otl
[0.0F CYLIIDERS:6 CYLINDER SIZE: 6trx12{ TlllE CYLIIIDERS CAST: 10:30 am l,ttERE CAST: On site
cuR lr,lc I lttoRMAT t otlt lltAL cuRE: on site FIELD SToRACE rACn tTtES: tnsul8ted box
DATE RECEIVEo AT LA8: 2-6-91 By: B. Hays l|rx./MAX. 74l7l
AGE
DAYS
DAIE
TESTED
TOTAL LOAD
(t8s)
D IAIIEIER
( I l|CHES )
AREA
(sa. I [. )
cof'tP. sTR.
(PSr )
TYPE OF
fRACTURE
CYL I NDER
UE IG}IT
(rBs)
CYI I iIDCR
lf,lt UEtGflT
(PCF )
7
7
28
28
z8
z8
2-12-91
2-12-91
5-5-9,|
3-5-91
3-5-91
f-5-91
98,000
95,000
128,500
131,000
132,500
127 ,500
6.00
6.00
6.00
6.00
6.00
6.00
?8.28
28.28
?8.24
z8 -28
28.28
28.28
3470
1360
4510
4610
4690
4510
con/shear
conlshear
con/spl i t
con/shear
con,/spl i t
con/spt i t
DES I GII STRENGTII 4OOO PSI 28 DAYS
IESIS 8Y LAEORATORY PERSOIINEL ARE I}I ACCORDANCE UTTS APPLICABLE ASTII IiIETHOOS UNLESS OTNERTJISE OIED
SOSIE I}IFORMATIOII OF IIIIS TESI REPORT I.,!AY BE PROVIDED BY OTHERS.
RE ARKS:sampte Has obtsined st the truck d i scharge.
CoPIES fisher Reece & Johnson Architects - Attn: Skip Spenst
G. E. Johnson Construction - Attn: Jack Thomas
Eierbach consulting Eng ineers
llestern llobile - Attn: ouatity Control Lab
Bobby Hays lim laudick
FIETD OBSERVER APPROVED 8Y
AS A I.IUTUAL PROIECIION TO CIIE}IIS, IHE PUBLIC AIID OURSELVES, ATL REPORTS
CtlEllTS, ANo AUIIiOR I ZAI l0ll tOR PUBLlCATtotl 0F STAIEI'iEitTS, CoICI"UStotJS 0R
RESERVED PENOIIIG C[,R IIRIIIEII APPROVAL. SAMPLES [tILL BE DISPOSEO OF ATIER
AGRE€O TO III URITIIIG.
A mr$er of the lt Group ot Corpanies
Fonn llo. C Ell3A 1/91
ARE SUBMITTED AS IIIE COIIFIDEIITIAL PROPERTY OT
EXTRACIS FROII OR REGARDIIIG (xJR REPORTS 1S
IESTIIIG lS Col'tPLEIED UNLESS OTllEl AnRA[cEtlEllTS
. VailValley Cca CenteriiYfl:Iffi;;:"' o Hsrrfr @FrRANSnnnrrAL
Vail. Colorado 81657 ttL'' "'
303476-2451
ro Town of Vail Building Dept.
75 S. Frontage Road
Vail, C0 81657
DATI JOI NO.
3/ 4 /91
A'TEiITIOXMr. Dan Stanek
FEI
VAIL VALLEY MEDICAL CENTER
PARKING STRUCTURE
WE ARE SENDING YOU I Attach€d D Under s€parats cover via th€ following items:
O Shop drawinSs tr Prints D Plans E Samples D Specifications
D Copy of letter D Change order tr
THESE ARE TRANSMITTED as checked below:
O For approval D Approved as submitted D Resubmit-copies lor approval
C For your use O Approved as noted D Submit-copies for distribution
D As request€d E Returned {or corrections ! Retu rn
-
corrocted prints
E For review and commcnt D
D FOR BIDS DUE 19- D PRINTS RETURNED AFTER LOAN TO US
REMARKS
coPtEs DATE NO.DESCRIPTION
1 L/ 4/ 9r Chen Northern Concret-e Test Cv] indpr Data - 2A dav r^pnnFf
I r/3t/sr tl tl rr rr - 28 day report
SIGNED:
COPY TO
tt.nctoru...... no. .. not.d, hindty notity u. .t ""... Jean MOWef fOf Dan FegngV
'a'a|rtrT f nrl-.r q6.t :4t-\rht.Clrcnt:Northcnr,lncf O
REPORT OF CONCRETE TEST CYLINDER DATA
To: v^n vAt,LEy MUDICAL crNT[nAttn: Mr. Dan l.'ccncy
181 l{cst [tlcatlow Dlivc
Vail CO 81657
PROJECT Vai I Val lcy l.,le{i ca I Ccrrtcr
JOU NO. 4 424 90 D TE: 1-4-91
DAJLY REPOI{T NO. sHEtrr 2
r'NOICE NO.
Structurc, Vail, Colorado.l):r rk i rrg
PI CEMENT LOC.AIION:
Second Level, Lines D to E.5, Lines
Lines D.5 to 8.5, Lines 3 to 4;
Deck Topping,third Level,
3;to2
UATCI{ XCKEI |NFORhTAT|ON:
supruEn l{cstern Mobile lnw{ ilg. 15S lcKgr Mt. 3417 utx DEstcN *.12,1^?.Topg$.n6. 8w'l f iber
nr|E OAruttI) 11:53 A.M. nuE lrltl]vri 12:16 P.Il. nuE PLfc@ 12 40 P.l,l.
FIELD TESTING INFORMATION:
TUE IEsr TA(8}t12:54PI, sLUuP
€o sPEctftcAnot|s SU,UP
s,urplc rorp. 640F atr rgrr'180F.
col. nor nK$ 8@2{ of 32vd+3
[.r.
tN.
5 Allt corI|E}.I6.7 ; wEr UNIT wt:,ctlr 138.6pc1.
ArR GONrolT I WAIER lDDg) Ar Sm 5
CY]-JNoER tNFOnt"r T|ON:
ln. oF ciYt trrrrFJrs (t rjn u{,nt stzri (t'r x l2tl uf rftlNt)rtrli c,rrSf 1,04 p.M. Wlr'Jlli c.trr 0tl-Site
CURING INFOlT}TATION:
INIIUL GUttE 0n-Site
ort srntpps, 7-7-97
sKrrucE FtcrulL3
Adams
Insulated Box
Inside Building' RDI^NXS:
o^ItnluE ar uur 1- 7-91Ra'I'
IIY:
uH,,/tax.
AGE
uAlls
0rE
IESIII'
loT L r.(uD
(u,s)
t)urrf:r rn
(lr'to [5)
'IEA(so. r.)
couP. -fin.(5t)TN'E OF
llLrClUlrc
cl1 , 0ttt
lvtJct lr
(urs)
crttxrn:n
uHtI wl:l(ll[
(r€f )
78'
7B
288
288
568
,
568
1- 11-91
1- 11-91
2-t-97
2-I-9t
3-r -91
3-t -91
88,000
90,000
113,000
lll,500
120,500
1 23 ,500
6. 00
6.00
6 .00
(r.00
6.00
6.00
28.28
28.28
28.28
28.28
28,28
28.28
3110
3180
4000
3940
4260
4370
shear
col/shear
con/shear
con/ihear
con/shear
con/shear
nrsbN slnftl(;lll 4000 PSI o 2d n ls
||'jsni w wrtulult i'l n3ttltrtl arrf ttr ,.rlltrltA,r'q t|Ittl 'FFlt7'rtt l:tu -l']'llntt', lrllt l:!i otlll,l Er' lolto'ro!t
trrt unurnotl oll ll||j lt5r Htl!fl| ruv r( Hrwl('(o fi ollluti' r
PROGNESS REPORT:
Fisher llcccc .Iolrtrson Arcltitccts,t'"ttt Attrl r Mr. Skip Spcnsl;lgqs1srn l'lo5i lc
G.E. Johnsotr Constructiotl Co., Attn: l'h'.
Jnck 'lhomas; Ricrbach Consulting [nginccrs nfd 8$3PfivER ^PPR3,#"#t'*
|tlUtm|.t,norctY'|mn''n:..I'|lnIrE|'|'{x''lt,t,t/l.i',||ntmn|r|r(3|I''tr'nA?tt|rf''r'd|ru|.l'rx!'f(rrrtclfln:l?hr'.'.tl||lt,.'.'s.|].'rt|hr'^o'|'x|'|.'tjrn.trI'n[|cr,|oo'
.:ovn t.n,, ttttl.ll olln, AnMrsrrt ats ,m. xan,-l lo |rl i'lllllltl;.
a .'r-'.' .. u..l iiffilc,.- .t c..'F.{-
t.ri LG Cr.CllJ a/CO
'', rt
CHEN-NORTHERN, INC.
coltsutTt[G E]lctxEERs AXD SCI EllT I STS
REPORE OF CONCRATE TEST CYIJINDER DATA
I0: V.il Valtey edicat CenterAttn: llr. Dan Feeneyl8l gest lleado{ Drive
Vait 00 81657
PROJECT: Vlit Valtey l,tedicat Centef parking Structure. Vail, Colorado
JoB N0. 4 424 90 DArE 1-31-91
sfiEEr 10t I
PLACEi|EltT tocA 0[:Deck topping, Level
This load ptaced in
2, Lines C to 8, t ines J
east hatf of this area.
to 4 and miscel laneous HalI curbs;
BATCII IICKEI IITORilAIIOII
TRUCX I0. 117 TTCKET Xo. 3524ItlE E TCIED: 9:21 dr Tt E ARRTVED! 9:36
SUPPLIER: Uestern f|obi lelllx DESlcll x0. 1212 yith fiberllllE PLACED: 10:07 an CU. yD. LOAO/ACCI :8416of24)ds
fIELD IESITIIC IIIFORfiAI rO[
Tll,lE IES' TAKE|I: 10:25 am
JoB SPEC!FICATtol|s: SIU p:
o"t AIR TEllp: o oF
UET UNIT UElc]ll:140.6 pcf.
AT Sl lE: 8 GAL
T II. AIR CONTETT:
AIR CONTEIT: X
SAMPLE IEilP3 58
5-2 A
UATER AODED
cYLIIDER I lt FoRl.tAt I orr[o' 0F cYtlNDERs: 6 GYLTNDER slzE: 5x12 rtxE cyLtrDERs cAsT: 10:i5 arn TTHERE cAsT3 on-site
cuRI[c t{FoR AI rol
lllTlAL CURE: 24 hours on-site
DAIE RECEIVED AT LAB: Z-l-91
Fl€tD SIORAGE fACtLnIES: tnsutsted box
BY 3 C. Adarns Mf [. /l,tAX.
D I A}IETER
( | lcfiEs )
CYLIIIOER
UEIG|T
GBS )
ctt I lroER
U[II U€IGHT
(PCr )
7
7
28
28
28
28
2-7-91
z-7-91
2-28-91
2-28-91
2- l8-91
2-28-91
| 09, 000
111,000
146,000
145,500
145,000
145,500
6.00
6,00
6.00
6.00
6.00
6.00
28.28
28.28
28.?8
28.?8
?8.25
28.?8
3860
3930
5160
5150
5130
5150
con/spl, i t
shear
shear
shear
sheer
shear
DESIGII STREIIGTN 4OOO PSI A 28 DAYS
TESIS 8Y LABORATORY PERSONIIEL ARE tII ACCORDAIICE UII'I APPLICABLE ASIM IlEIH(]oS U}ILESS OINERUTSE NOTED
SOI,IE INFORXAITOII OF IHIS IESI REPORI IIAY BE PROVIDED BY OTNERS.
CoPIES Fisher Reece & Johnson Architects - Attn: Skip Sp€nstc. E. Johnson Construction - Attn: Jack lhomas
Eierbach consut t ing €ngineer6
lrestefn tilobi le - Attn: ouality control Lab C. Adams T. l-atdicl
FIELD OBSERVER APPROVED 8Y
AS A lluIuAL PRolECItOlt ro cLtELtls, T8E PUBLIC AND OTJRSELVES, ArL REPORTScLlErrs' All0 AUrHORIzATtoll FoR PUBLtcATloN of sTAlEMExrs. coxcLustotts oR
NESERVED PENDI}IG OUR URITTEII APPROVAL. SAIPLES UILL BE DISPOSEO OF AfIER
AGREEO IO III URITIIIG.
A mrber of the lllH Group of Coflpanies
Forn [o. clitE I 13A l/91
ARE SUBMITTED AS INE COXFID€NIIAL PROPERTY OF
EXTRACTS FROI.I OR REGARDIIIG CIJR REPORTS IS
TESTING IS COMPI.EIED UIILESS OI'I€R ARRATIGE!.IEIITS
VailValley ilrcaf Genter LETTft @F TRANSNflIT'TAL
181 West Meadow Drivei,'1".,
Vail, Colorado 81657
303476-2451
Town of Vai I Bu'i I di nq Dept.
;:'il':. -, .'
TO
75 South Frontage Road
Vai I c0 81657
WE ARE SENDING
! ShoP
tr CoPY
YOU d Attached D Under separato
drawings D Prints
o{ letter E Change order
cover vra the following items:
E Plans E Samples C Specitications
)h TEST RESULTS
2- 18-91
VAIL VALLEY MEDICAL CENTER
PARKING STRUCTURE
coPrEs DATE NO.DESCRIPTION
1 2-5-9t lhen NortherD Inc. - Concrete test results' 7 day strength
1 1- 17-91 ll tl tl ,29.,''
1 1- 14-91 tl tl tl u2Srrrl
?-4-91 tl tl tl ulrlll
THESE ARE
D
tr
tr
!
tr
TRANSMITTED
For approval
For your use
As requested
as checked below:
D Approved
E Approved
E Returned
as submitted
as noted
{or corrections
0
n
!
Resubmit-copies for approval
Submit
-copies
{or distribution
Return-corroctod prints
For review and commrnt u
FOR BIDS DUE 19- tr PRINTS RETURNEO AFTER LOAN TO US
REMARKS
SIGNED:
COPY TO
ll .Dcto.u... rr. aor r. ^oa.d, kindt! notitt u..r onco. Jg6p MOWgf fOf Dan Feeney
Chcnt)Northcnr,Inc1 r'l
REPORT OF CONCRETE TEST C DER DATA
o
YLIN
'
^.Flltet | ^tL-.r .-.t !.tq t t.
To: vAIt, v^Llny MIDICAL ctiNTtin JorJ No. 4 424 90 DAT[: 1-14-91
n ttn: Mr. Dan Fccncy
1S1 Wcst lrlca<low Drivc DA.ILY REPOIIT NO. SHEff 1 0l'1
Vai I C0 81657 tNVolcE No.
PRO.TECT Vail Val1ey Mctl.i cal Ccntcr l)rr rki ng .sl:l'lrctlrrc, Vnil, Co1 olado.
Deck topping,
Deck topping,
Third Level,
Second Leve l,
Lines C
Lines D
to D, Lines 3
to H, Lines
to 4;
3to4;
I]^TCI{ TICKET NFORI,IATIONT
supruE1 Wcstcrn tlobi lc rnucx uo. L19 ncKEr No. 3457
nuE ,|\}|trrvED 10: 34
Mrx oElc' *1.212 w/fi[gr..
am nME Pt.rc@ 10. q I
FIEIJ TLSIINC INFORMATION:
ltrJE lEsT 1a1g.1{ 10:58 aBluup 4%
JOO SPEGrnClnOlrs SU,UP
arn corrreilF.4 ; wrl uNrr wuolr 140.2 p,c..
AR coME,IT I WAIEN ADDED A' SIIE
CYLJNOEII lNFOltl'lr\TION:
rro. oi c,ri runcfr -'- '-
6
"'
rin tflttFrl :ilzli 6tt x l2tt llur <;n lt'l)rlts o\5T 11:08 arn \|4lFJlr r.AsT ()rr-Sitc
culllNc lNFolllr^TloN:
Insuratcd boxtNtIuL cuRt On site Rao $onrcE rrcrurca:"';^;;;; ffi MtN.,/p0(. o/\r[nrlr
^r
r,^r l-1S-91
Ir rE SIRIPP@ 1- 15-91 ttY: F. Potvin nElrtJlr(lt
cnl'll)l.n
u'ltr xl xil lr
(rrcr )
Tn'r oFfn glullt:
c on/ shear
con/shear
con/shear
con/shea r
con/shea r
con/shea r
6. 00
6. 00
6.00
6.00
6.00
6.00
,,(flfA(sa. r.)
28.28
28.28
28.28
28.28
28.28
28.28
7
7
28
28
28
28
4t40
3980
4790
4950
4920
49?O
117,000
112,500
135 ,500
140,000
139,000
139 ,000
t-2r-9t
1- 21-91
2-rt-97
2-tL-g7
2-Lt-gL
2- 11-91
oFJlcN srm-llrrlt 4000 Pslozo rA15
n5nl rt L{ltuturr nl m.tnrl ,trr o, r.riofllrrt'ir. wtltt ,''r-l rTli l ltlv xr'ttnln l'|l| l:5 ollluffE{ loltD
!o![ lllfo.lu l(lfl oll llllS ltsr rt,ronl rl^Y t( tll(^l0u) ltl Oll(n3'
Carolyn Adar:rs 'l'. Lautlick
FIELD OUSEf{VEII APPROVED UT
^^^.- Fisher llcccc .Johnson Architects,uvnLr Attrr: Mr:. Skip Spcns!1y"*gorn I'toSilc
6.E. Johnson Construction Co., Attn: Iulr.
.Iack'l'homas; llierbach Consulting lirtgirtccrs
^3.i4mrqi'i''ctrHmcl[r[:.lrt.Fl|'lEl',.'lt|i..'|\'-!,||nlrnnl:r'':tt,'F!tIl|'A.!|rrro''||f'|lW..ltrY!rnfrri|lrl'^itrr''.r1co'(il|'-r''tmlltn|ctt|ri|!rn,|.:r,||nr'|ounorn'rii'.rr.'iii.:.i
4l,unlnft urtLt3 0n||, tinaqjruos ,n. ,atrlrD lo ||l r[lllllr':.
| .r.r'- .. u-liiiii-lr* .r .'iF.r-
t.rF Fo. CrellJ a/CO
ChcnONorthcnr,In1
4AuntnD urrtl.as olllr, rntt^tqtJlLrtls lfi. ,.Jrlo ltt lll $lrllllrc.
^ F.- .. u-l ilirilc'-. .f Go.'!ro'r!..
r..'r arr. C|.tllJ a/to
o
YLIN
'trqfffnZ l.Cl'F.. 66n 'jzr-lthr.
REPORT OT CONCNETE TEST C DER DATA
TO: VAIL VALLEY MIDICAL CINruR JOO NO. 4 424 1)O DATE: L-L7-9L
nttn: l'lr. Dan Fcency
lSl t{cst lrlcaclow Drivc DALY REPOI{T NO. SHEET 1 0l'- 1
Vai I CO 81657 tlwotcE No.
PRGTECT Vai I Valley tt'lcrlicnl Cerrter l)lrking Stnrctrrre, Vnil, Coloratlo.
JloN: Deck topping, Fourth Level, Lines 3 to 4, Lines B to C.5;
Tllis load placed at Line B from Lines 3.8 to 4;
supru6a Wcstern Mobilc lnuc( lto. 49 TtcKEr Mt. 5474 ilu oEslcN {f.12 w/fibg6. yo. t
nUE 0AICfftD L0:27 an nUE lrurrvT:D 10:50 am nuE Pt/ctD 10.59
!!i ttr. Ntr @lflE lr 4.gY/Er UNlr wEclll 143.0 pcl. 3Art|'LE ltltl"
tN.
^lR
CONTUTT IWAIEn ADDEI, Al SttE col. nF-r,l rlKs:
,Vrt fUlr'. 20
o 16 yd3
FIEI.D ILSTING INFORM^TION:
IME rEsr T XEII 11:10 aflLUMP
JOD SPECmCJlnolrs sUrUP
CYuNOEll lNFOllL{r\tlON:
rto. oF c,Yt DrDFxs (r 6r x 12 Ll:20 am mrurf c^rr Orr-Site
cunlNc lNFoltl'tATloN: Insutated box inside
lNlIuL CULE 0n site RELD slon/rcE F c|LnlEs heated room ulN.,/M (.65/85MrLnluE AI l lL ],-18-91
tr^rE sIRtPPs, 1-18-91 ut: M. Evans lE"tlq
G/U Dl.nu tt unlcr fr(r|ct)
cn l l)t'l
wtjc, tr
(LlJs)
Tn'[ oF
flttclUllt:
con,/sPlit
con/split
shear
con/shear
shear
shea r
coup. -51n.
(5D
4230
4260
5130
5090
5430
5230
6. 00
6.00
6,00
(r.00
6.00
6.00
28.28
8.28
28.28
28.28
B.2B
28.28
NIEA(sa. il.)
7
7
28
28
28
28
119, 500
120 , 500
145 ,500
144,000
1 53 ,500
148,000
L-24-9L
L-24-9r
2-I4-91
2-L4-91
2-L4-9r
2-L4-9L
4000 rrsr o 16 n Y::
|lJl:! Ol l^rtrAl(ml n n:,t'[lrl '^r ltl t":'|.|lrrtrt, *rlll "fi r,,li t l.rlr' -rtirllllti In'l l= Olf ||"fi3t' l&lfft
lott |tll ofiu lrcll ui irrrs- ttsr'mt!flt rrlv ll. l'ftovltxjr ItY ollllJlt'
Carolyn'Aclans 'l' ' Laudick
FIELD OUs$I/ER APPRO\GD ['T
Fisher lleccc Johnson Arcllitccts'
coPlES Attn ' Mr. Skip Spcnsq;,1ss1s11 trloSilc
G.E. Johnson Cotrstrucrion Co., Atttr: Nh"
Jack'l'ltonas; llicrbach Consulting lingitrccrs
ffiiF|'|tE|'ncl|it|l\'-.|llnl'11l1,''fil,nri|r'|'Artt!||..or'q'.n||.|t|'l'inlYlrotm..t||''l..\|'|o^|'[.n|,lrn|||n.|Fl['rl.t..'3'.trUl|'t3fori|'.iY'|to.'Ytn,.it:|'F'u.nn|c.,.|'t''.,l,n.r'xli.'.ii]*]
I0: vait vatley iledlcat center
Attn: H.. Dan Feeney
181 9e3t eador Drive
Vail C0 81657
PROJECT: Vait Vat tey Hedicat
JOB lto.4 424 90 DATE: 2-4-91
SI'IEET 0f
Cente. Parking Structufe. Vait, Col,orsdo
PTACEHEIIT LOCAT I OI:Parking gErage. LoHer Ievet. Slab
south of the north end.
on Grade,l,lorth hatf; This toad plsced et the entrance 10r
EATCll TTCKET IXFORI|ATIOI: SUPPLIER: Uestern llobile
IRUCK XO- 117 TTCKET lto. 01 15? lttx DEsrc[ xo. 45IITE BATCEEO: 9:f6 gN TII,IE ARRIVED: IIHE PLACED: CU. YO . LOAD/ACCUI.I :
FIETD TESTTIIG I IIFORIIAT tOII
TIHE TESI TAKEN: l0:10 am
JOB SPECI FI CAI IOIIS: SLUHP:
SLUI'IP:
I ll.
4 III. AIR CO{TE[T:
AIR CotlTE[T: Z
6.0
SAllPlE TEIIP: 63
x
IIATER ADDEO
oF AIR TEIIP: 30 oF
IET UNIT IIEIGflT:161.0 Dcf
AI SITE: GAL
cY[|IDER I t{FOR AT tolt[0. 0F CYLINDERS3 6 CYLIIDER SIZE'6nxl2x TIIIE CYLI]IDERS CAST: 10:20 am uHERE CASI: On site
cuRl[c I IFoR}t^I totl
luTlAL CUREr on site FIELD STORAGE fActLtTtES: curebox
DATE RECEMD AT lA8: 2-5-91 By: B. trays til./t{Ax.
AGE
DAYS
DATE
IESIED
TOTAL IOAI)
(tBs)
O IAI{ETER
( I ICITES)
AREA
(sa.tlt.)cofiP. sTR-
(PSt )
IYPE Of
FRACTURE
CYL I iIOER
HEtGflI
(rBs )
CYL I IIOER
UIII T UE I G]II
(PCF)
7
7
z8
z8
?8
28
z- 11 -91
?-11-91
3-4-91
3-4-91
3-4-9t
3-4-91
102,000
107,500
6.00
6,00
6.00
6.00
6.00
6.00
28.28
28.28
24.28
28.28
28.28
28.28
5610
3800
con/shear
con/shear
DESIGII SIREIIGIII 4000 PSt a 28 DAYS
IESTS BY TABORAIORY PERSO}IXEL ARE III ACCOROATCE VTTH APP!ICABLE ASII.I }IETHOOS UNLESS OTHERIIISE }IOTED
SOIIE I
'I
FORI'IAT I OII OF TIIIS IEST REPORT IIAY BE PROVTDED 8Y OTIIERS.
RE ARKS: Sarple t6ken at truck discharge.
CoPIES Fisher Reece & Johnson Architects - Attn: Skip
G. E. Johnson Construction - Attn: Jack Thooas
Bierbsch Consutting Engineersyestern l,lobi le - Attn: ouality Control Lab
Sp€nst
Atan Bathke lim Leudick
fIELD OBSERVER APPROVED BY
c[Ex-xoRTltERx, mc.
colsuLT|Ic Eltcm€ERs AxD Sct t[T r sts
REPORT OF CO}ICREIE TEST CYLIXDER DATA
As A l'luIUAL PRoTECTl0ll l0 ctlEllls, THE PUBLIC AlrD q'RSEIVES, ALL REP0RTS ARE SU8]ilTTED AS THE COI|F|DEIItAL pRopE[Ty 0f
CLIENTS, AIID AUTHORlZAIIOII TOR PUBI ICATIO}I OF STATEHE}ITS. COIICLUSIOI{S OR EXTRACTS FROI.I OR REGARDIIIG dJR REPORIS tS
RESERVEO PEIOIXG (t.,R HRIITEI{ APPROVAI. SAMPTES tJItL 8E DTSPOSEO OF AFTER TESTI[O TS COTPLETED U},ILESS OTHER ARRANGEMENTS
AGREEO IO III IJRITIIIC.
A trE ter of the II! 6ru.p of Coopani es
forn llo. CltEl l3A l/91
cHEll-l0RTHERlt, lIc.
COIISULT IIIG E}IGIXEERS AfD SCIENTISTS
REPORI OF COIICRETE IEST CYLTXDER DATA
AS A IIUTUAL PROTECTI0II r0 CLIE[TS, THE PUSLtC AIO qJRSELVES, ALr REPORTS ARE SUBI{tTTED AS TltE COil DEITtAt- pROpERTy Ot
CtIEXTS, AIID AUTIIORIZATIO{ FOR PUSLICATION OF STATEIiIEIITS, COIICLUSTOilS OR EXTRACTS FROI4 OR REGARDING CI,R REPORTS IS
RESERVED PEIIDING qJR HRITTEII APPROV L. SAiIPLES !JltL 8E DISPOSEO OF AFIER TESTtNc lS Cof,lPl-ETED UIILESS OTHER ARRANGEMENIS
AGREED TO III TJRITIIIO.
A menber of the llllt croup of Canpanies
torn.tJo, ct'tE | 1lA l/91
T0: Vait Valtey Hedical Cenrer
Attn: l,lr. Dan Feeney
181 llest lteadort Orive
Vait C0 81657
J08 [0.4 424 90 DATE: 2-5-91
SIIEET I 0t 1
PRoJECI: Valt VatLey itedicst Center Parking Structure, Vai l, Colorsdo
PI-ACEHENT LOCAIIOI: Parking gafage, lower tevel,, stab on grade, Line 3 to 4, Line c to D and Line E to F. Line j to 4.
BATCII TICKET IXTORHAIIOI
TRUCK ilO. 117 TtcKEr llo. 01-3541
IIHE BATCHED: 9:16 am Tt E ARRIVED: 1O:oO an
SUPPLIER: Uestern l,lobi 1e
lllx DESlcx xo. 1212 yith fiber
TII'IE PLACED: IO:10 AM CU. YO . LOAD/ACCTi,I :8 24
'tELO
I€STIIIC I II FORIAT T OX
TtllE IEST TAKEtt: 10:20 am
JOB SPECI fICATIOIS: SLUHP:
SLt l'lP:4 3/4 l[. AIR
I ll. AIR COITE{T3
CoNTEIT: 7.2
z
SA PL€ TEIIP: 62
IJAIER ADDED
or ltn tExp, 39 oF
u€T UIIIT 9EIGHT:138.5 pcf
Al SITE: 6 cAL
CYTINDER I IIFORI.{AT I O}I
N0.0t CYLIIDERS:6 CYtltlDER SIZE' 6xx12" ltl.,lE CYLII{DERS CAST: 10:30 am llNERe CAST: On site
cuRlxG I IFoR AT t0[
tiltTtAL cuRE: on site FIELD STORAGE FACTLITIES: tnsutated bor
DAIE RECEMD Al LAB: 2-6-91 sy: B. Hays Hrx./ilAx. 74tTI
AGE
DAYS
DATE
TESTED
IOIAI LOAD
( L8S)
DIAIIETER
( IilC8ES)
AREA(sa.I[.)co P. sTR.
(PSI )
TYPE Of
fRACTURE
CYL I IIOER
uEtc[T
(LBS)
CYL I NDER
UIIII UE IGHT
(PCF )
7
7
28
28
28
z8
28
2-12-91
2-12-91
3-5=91
3-5-91
3-5-91
t-5-91
5-5-91
98,000
95,000
6.00
6.00
6.00
6.00
6.00
6.00
6.00
?8.2A
?8.28
28.28
28.28
28.28
?8.28
28.28
3470
3560
con/shear
con/shear
DESIGII STREXGTII 4000 PSI A 28 DAYS
TESTS BY LABORAIORY PERSOIIIIET ARE III ACCORDAIICE V]TII APPLICABLE ASTI{ I.IETHOOS UNLESS OTHERIJISE NOTED. SCI.IE IXFORHAIIOII OI THIS TESI R€PORT IIAY 8E PROVTDED BY OTIIERS.
RET|AR(S:Sanpte rras obtained at the truck discharge,
CoPIES tisher Reece & Johnson Architects - Attn: skip Spenst
G. E. Johnson Construction - Attn: Jack Thomas
Bierbach Consutting Engineersgestern llobile - Attn: euatity Control Lab
Bobby Hsys Tim Laudick
FIELD OBSERVER APPROVED BY
FIB I3 'S] A:58 FROI4 SCHINDLER DEI,IVER
. Schindler Elevator CorOtion
PAGE.6OE
,uuo*.lr,.ontn""
Suite 1 1 |
Denver. C0 80? l9
I
Teteohonei t3O31 936-729?Fox: | (303) 934-90€ 5
f
G. E. Johnson
P.O. Box l.ZB2vail, Colorado
Construction
81658
February 13r 1991
I
RE: Vail Valley
Our G.O.#!
the
per
testfor
Building
elevator at the aboveA.N.S.r, A17.r.. The
were peSforned and arethe eler4atot equipment
e...L
.EttF-t-F
-()o
Medical
8737t
Attn! Jack 1rholnas
Dear llr. thourast
Ttris letter is to verify thatsubject building has been inbtalteAelevator Ls safe for public use as allsatisfactory. This certification isonly and not building related iterus.
Sincerely,
David L. CraneField Superintendent
DLC: ep
l
:
M00o t 0
J
' VailValley lQiof Genter LETfu @F TRANSNNMTTAL
181 West Meadow Drive
Vail. Colorado 81657
303476-2451
To Mr. Dan Stanek
Town of Vail Buildinq Department
75 South Frontage Road
Vait, C0 81657
WE ARE SENDING YOU d Attachod D Under separate cover via
tr Shop drawings D Prints
u Copy ot letter ! Change order d TEST RESULTS
THESE ARE TRANSMITTED as checked below:
the following itoms:
E Plans O Samples fl Spocitications
fl For approval
C For your use
fl As requested
tr Approved as submitted I Resubmit-copies for approval
! Approved as noted - Submit
-copies
for distribution
X Returned lor corrections D Retu rn
-correct€d
prints
19- tr PRINTS RETURNEO AFTER LOAN TO US
D For review and commcnt .
D FOR BIDS DUE
REMARKS
JOt tao.
2/14/91
ATTENTION
RE
VAII VAI I FY MFDICAI CFNTFR
PARKING STRUCTURE
coPtEs DATE NO.DESCRIPTION
i i-4-91 ihen Northern. Inc. - Concrete test results. 28(a) dav strenqth
1 1-4-91 r r r '| '| 2g(B) || rl
1 1-8-91 tl tl ll 2grI
1 1- 11-91 tl tl tl 2g rl
1 1-25-91 tl tl tl 7"rl
I 1-31-91 tl tl tl 7uU
SIGNED:
COPY TO
ll cnclo.!r..... not.r nolld, hindltt notil! u..t on".. Jg61 MOWgf fOf Dan Feeney
ChcntrNorthcnr,lnc ' ^.^tllh4 lnlt'r.'. .r'l :.t-'l'.t.
oGo, oF coNcRrrE rEsr .',Oouo ooro
TO: vAIl, vAI.t,EY l"ltiDIcAL CDNl't;tt Jor.l l'to. 4 424 90 DATE: 1-4-91
n ttn: llr'. Dan Fccncy
l8l lVcst lrlc:rdow Dr.ivc IJALY nEPOITT NO' sll[fi ]' Ol: 2
Vai I CO 8165 7 tNVotcE No.
PRGJECT Vail Valley l'lctl ical Ccrrter l);rlki n11 Stnrcturc, Vrril , Colotntlo.
Repai r of ttla l l on Line C ;
BAICI{ IICKET INFOIIIIATION:
suprurtr lt,cs tern l.lobi lc lnuo( 10. LL7
Iu€ tArGlltl) 2:31 P.l*!.
rrcKEf l€. MX DESIGN lto.l'li x C cU. Yrr. 4
nuE lrrntvtD 3:04 P"M. nvE Pl'rcED 3..27 P.l'1.
FIEI,.D TTSTING INFORMATION:
ruE rE;t r r(Er 3 : 53 PM3tuuP 7+ lt{. Nn colnolr4 . 8 : wrr uMr wlrcllrf 43.4 PGt' sj\rrl'LE rrur''63op .'vrt rurr" 26oF
{}O SPEClnCAnOlG SUrUPIlaxg tN. 1;R coME rr5-Z I wlr[n ADDCT, Al stIE 0 cal. nera nl(s:
cruNoER TNFORMA'flO|\|:
Iro. oF c;/l,ltgrns 7 cylnlrFg st1t 6" x t2" llut: t;/l llll)rtl:; c.\jT i:43 P"tt" tll'fJtt:
In Box Insidg
Heated Room
NEMANXS:
()^r|:^luE ar r,rl.L 1-5 - 91
cuntNc lNFotil,{ATroN:
tNnul cute on-Site
o^rE srntpprD 1-5 - 91
RAD $OftA6E flClullLt
w: C. Adams
rltll||)l.nul{t hT r(;|lr
0sr)
couP. -5ln.
($D
4074
4560
4790
5440
5 610
5480
5870
NITA
(so. Ir.)
8.28
28.28
28.28
28.28
28.28
28.28
28.28
sh ear
con/sp1it
con/she ar
con/split
con/sp1it
con/sp1it
con/sp1it
6. 00
6. 00
(r.00
6.00
6.00
6.00
6.00
115 , 000
129,000
135,500
154,000
158,500
155, 000
166,000
r-7-97
1- 11-91
1- 11- 91
2-7-9L
2-t-9L
2-L-9L
2- 1-91
5A
7A
7A
28A
284
284
28A
4000 Psr o 7a rI^\,:;
llJls ltt wxrl^loftt 'll-.ratrll ,N lrl krrrltrrtit tlltl
't'r-l
r)rri f ttlv-lrlrlr|tr Inllt:i3 ollll'Tf,t?f, llolto
:'oitf lo urralrrl oli-iirs rtci'mlo'lt u Y lt' flrqt{'(D uJ ollll 3'
nEfDASS$iilE* ^Proi*ot',li't'*
Fi strcr llcccc .Iohnsotr Arcltitccts,
coPlEs n ttrr. Mr. Skip Spcnst;1q51qr-1 lr1oSi lc
G.D, Johnson Corlstruction Co., Atttr: ltlr"
Jack'lhornas; llicrbach Consulting ljnginccts
rl I ulntt.t f.i('flcTrtl m nrral3. Dtl Frtnr rrtr l'rlmll!t-! 'lt nttYtnl! r'!:
ffrfr rf ltlttrltrt's cofritrirtn on rirarets lrrlu att rllr:rl{ntt oun nlN)ltll
iovnl.lrt uilJs olllrt lnfwqJtuals lnt r.,ltlo lo lrl llllllrt|i''
I F .r' .. rxlriiiilq.- .{ ...no..rt-
t..n tr.. Crel IJA a.iroo
tlmrtltltn A'i lr an''lrrtrlul Ftrtt 'rrY "f
dr't illtt'l''\ ,'|o 'rtnrtrl'llnrl
Irrn t"It r_r -
..r"iiiiili"il^r1r iii,".-brn r1ntrttr x'ntwrr. :'^!t1l:i lrrl l. lrr: uur.rlsr'o or llltr rrllrri r"
CltcntrNorlhcnr, tn1
REPORT OF CONCRETE TEST C DER DATA
.tl!Unlr|'nrf'ctb|mllr'.t'i.t||7t.i'F|t|'tro|,,la'|!t-\,||nlmn|t,i'c3l'!tttll'Att|r.0l'''rru|..F||(n'f
'Vr'..'ttrltt.llrsr.'rl|'ir'xon'tt'|c!3'niq.nfldnl'.|ovno.',...ir'.r:'.iii:i
'
^.|.tlrtut l6lh-1. .n'l :.t-'r'.r.o
YLIN
TO: VAIL VALLEY MIDICAL CENTHI JOO NO. 4 424 90 D TE: 1-4-91nttn: Mr. Dan Fccncy
l8l Wcst l'lcadow Drivc DAILY REPOI{T NO. SHELT 2 0F 2
Vai I CO 81657 lNVotcE No.
PRO.JECT Vai I Valley ttletlicaI Ccntcr l)rrrki ng Strrrctrrrc, Vail, Colorado.
PI CEMENT UOCJtlloH:
Deck Topping,third Level,
Second Leve1,
Lines D.5 to E.
Lines D to E" 5,
Lines 3 to 4;
Lines 2 to 3;
5,
MTCI] TICKEr INFORTTATION:
suprurx l{cstern Mobi le
TArcIftI)
*.111-?. roPPi.nS. 8w/ r-lDer
nuE'Prrcg) 12:40 p.l"l.llUE
rnuq( lr0. 155
L1:53 A"M.
rrcKEr rc. 3417
nUE ,rlrnrvT, 72:76
Mrx oEsIGN
P.t{.
FIEI.O TLSNNG INFORMATII \:
IIUE IEST TAXET12 : 54PI,' 5LUUP
JOD SPECtnClnOtG SUJMP
cotflE n6 . T : wEr UNlr wt]Gllr 138 . 6 pcr.
coMrurr tr w^fEn ADDCI' AI SIIE 5
s&rpLE tf.up. 64oF rut rupl8oF.
rhr. nol^Rxs: g@24 0f 32vd,+3
Ut.
tN.
NN
/\rR
CYUNOER INFOIII"U\TION:
frr. oF ciyt nrDots 6 rjrl flfrrFn stTr (ft x l2tt rrMr c^rNt,rtts qsr LqLP-IL wtrrJrr ot;t 0rr-Sitc
oll[/ltltE er urur. 1-7-91
CU'IING INFOII},IATION:
lNlIuL cuRi: On-Site
o TE srntppfn L-7-9L
REID fi,tucE
ItY:Adams
FrcunEs ]ntYl"t:d.l9TInsl(re bu]. ldlng
REII NXS
utN.,/l,w(.
GE
t) t€
D^IE
rEslE.,
IOr t_ l.(ul)
(uE)
t)rlrJErDl( rcl [5) ,|F
(so. ur.)
couP. -5ln.
(61)
T/''E OFl ctutrc
C,.n,llr)01m5rtf(tlrs)
cnlrn)t:n
ulrtr h1:lc lr(r.cfl
7B
7B
288
2BB
568
568
1- 1 1-91
1- 11-91
2-r-91,
2-r-9t
3-t -91
3-L-91
88,000
90 r 000
113,000
111 , 500
6. 00
6.00
6.00
(r.00
6.00
6.00
28,28
28.28
28.28
29.28
28.28
28.28
3110
3180
4000
3940
shear
con/shear
con/s hear
c on/she ar
nFsbll sTRft GT}I ,onn t'st o 26 rl^lls
ru'nl tr/ Lttt ttlt lY I'tirtl n3rf'lrrl ^rtf Ol ,arrrt!!
t lr(nu^tlotl otl lllt5 |tst &ttto0l
Fl.|rrril rrln lt xtttl l,tn l3i otlllrfiE(
u Y t( fnlrvl0(o ur oll[.n3. I
lnttD
PNOG'IESS REPOKI:'
Fishcr llccce .Iolrnson Architccts,t"tL" Attl,: Mr. Skip Spcns 1;1r1ss 1gr1 l'l<.lbi 1c
G.ll . Johrtsotl Constructiort Co., Attnl Nh'.
Jack'ltomas; Diclbach Consultirlg lingincers
4orr^l.nt, t lttJs ollllt ,,trwslrruns ,rlt ,.Jtl l.o lo lrl lr lll:.
^
F.- r. t-l rif r llo,-. , c..'rFir..
r..ri ||.. CutllJ r/to
Chcn€Nortlicnr,Ilrc ' .tqtlnn I a7*s,. .^,r :.t-trhr.
ot,,t oF coNcnETE rEST .,touo ooro
To: vAIr, vAt,LEy MEDICAL ctiN'nitt Joo No. 4 424 go DATE: 1-8-91Attn: lrlr. D:ur Fcency
181 West llcadow Drivc DAILY nEPOllT NO. SHEET 1 Ol.- 1
Vai I CO 816-57 llwolc' No.
IEGTECT Vai I Vallcy l,,lcrl ical Ccntcr lt:rr.kiny1 .Stnrctrrrc, Vail, Colorado,
Deck Topping, Parking Garage, Upper Level;
IIATCI{ TICKET NFORIJATION:
supruER $lcstern l.lobi lc lnucK uo. 117 lcKEr 116l. O1S4Z2 Mx oEslqt *.45-., cu. yD. 8w.t].ber
nME tr^Ic|tq, 9:25 A.M. nME ,rllrl'vT:D 9:45 A.['1. IUE Pt cs) ]0:20 A.l'1.
FIEU) TLSTING INFORMATION:
ltuE tEsf fp<en 10 : 25Atr|:r-uup 5l tn. arn cornrrn4.s : wLT UNtr $ucrtr --- p€t, siurru rtlp.62oF.aln rtur'.2OoF
JOo SPEClnCAnorts SUJUP tN. AR CoME fT ;r wAIEn ADDEI, AT srE 0t tu|. ntrutil(s: 8 @ 8 of
CYUNOEII INT ORI,U\TION:
Iro. oF c,yl ttroFRs (r (ttt x | 2"lrur cntrt)'r:i c.,\5T 10:35 A.!.1. $ntulr cltr Orr-Si te
CUITING INFONMATION:
tNlIUL CUtlE 0n-site RO' stofl,^6E r oullEs Cure Box utN.,/tl^x. u^r[ntsc AI wr1-9-91
'ArE 'IR'"P'D 1-9-91 ''r: B'J' llavs R[[,.x*
Gn|ll -nurtr wxrlr(r{r)couP. -fln.
(r|5l)
4400
4400
5550
5380
5380
5440
/\,|t
28,28
28.28
28,28
28.28
28,28
28.28
shear
shear
con/split
con,/sp lit
con,/spli
9on/split
6. 00
6. 00
6.00
(r.00
6.00
6.00
1- 1s -91
1-1s-91
2-S-9L
2-5-91
2- 5-91
2-5-91
L24,500
r24,500
157,000
15 2,000
152,000
154,000
7
7
28
28
28
28
4000 t'slo2t rI^Ys
n5nl |'/ wxtu|l,tY nmnrorft arrr lrr L.rrtttturit r.tlll rt.r.|r,rrif ttlu -rr,.ll()l'' llrll133 ollll'r j|: tloltD
:,or|( ltllotrll^llotl oll llll:i ltSt
_l|t|.oftl rqY r( lt|lwro(o ItY oltltj|3'
Sample taken at truck discharge.
A. Bathke 'l'. l,au di ck
FIELD OU5Ef{VEIT APPRO\ID [IT
Fishcl llcecc .Jolrtlson Arcltitccts,ttt's- Attrl: Mr. Skip Spcnstlysslgrn l.lo5.i lc
G.ll . Johnsott Construction Co. ' n tttr: llr'.
.Iack'llomas; Ilicrbach Consultirlg l.ingitrcers
rl^r,uflr|mr'rcTlEm.l'.'.t.l't||lF|'|t|E,nni.totl|\^-!,||nlmnlt|n(.t|,rn!|||nAt|||l.o'i||'l'|'u|^
nor, tr tt.truttrlt rrtntnrtF! o[ rllnfct\.-ounlnD urrtt-is on.tt lan^'srrljrls l,|t. rarrlo lrt |'l $lllll1l:.
t .iai' .. u.l fiiif lr-- .t c''rroir..
t.ri ,|.. c|.tl IJA a/JO
To: v IL vALL[y MTDICAL c[Nt'riR Jou No. 4 424 90 DATE: 1_11_91Attn: Mr'. D:rn Fcency
lSl West l,lea<low Drivc DALY REPOIiT NO. sHEEf 1 0l'1
Vai I C0 81657 tlrvolcE No.
$glrEcT Vni. l Valley Mcrli cal Ccrrtel l,lrkirrll Stnrctrrrc, Viri. l., Cololado.
PU\GEMINr LOC.AlloN: De-t foppinE, f,evet., iines Z to 3, Lines H to c;
I]ATCH TICKET INFORI{ATION:
supruEp Wcstern Mobilc lnuc|( ilo. LL7.
10:02 amNTE OAIIIIEI)
TrcxEr rc. 3451
nuE lnnIvED 10:21
mx oEslcill#.2 w/fibe16. l0. ,
an TluE PtAcED 10:28 am
FIEI""O TESTING INFORIJATION:
rtrE lEsr rrxeil 10: Ssanstuup d!6 1r. aln corflE r 5. 3; wEr uNtI wuctr 139. 8 pcf. s lr]'lf,, rE l" 63 Alll ]f!l'. 20
JOO SPf,Clnc^nolrs StlJltP tN. AR coMrEl'n ;l WAtEn ADO€L Ar 5m tbl. nEr{^Rxs:
CYUNOEII INFORMAIION:lo. oF c,'Yl,l.tor.Rs (r rJl ftfDFn stTli (ttt x l2'l 'lrur cn rNr)r,r:i cJ\'f 10 :45 wrr rf c^lt 0rr-.Sitcam
CUNING INFORI,IATION:
rNrIuL curG on site Ftnr, sTon^cE flcnnuslnsYlit:d.??l MtN.,/rN( 0^rL-ntu€ Ar u& 1-14-91
o^rE slnrpps, 1-14-91 ut3 c. Adarns
lnslde out'otilt*o
AGE
o't':s
DATE
IESIID
loTA t(xo
(uJs)
lrurrc Jl
(rr{clll5)xtr(sa. rI.)
couP. -5lR.
(,50
T/PC OF
fllrctulll:
cl1 |l{ufn
wErrrr
(urs)
cnt Df.nufllr $n](rrr(r'cfl
7
7
28
28
28
28
1- 18-91
1- 18-9 I
2-8-91
2-8-9L
2-8-91
2-8-91
106,500
L10,500
1 33 ,000
.l 30 ,000
127 ,500
l 3l ,000
6. 00
6. 00
6.00
(r.00
6.00
6.00
28.28
28.28
28.28
28.28
28.28
28.28
3770
3910
47 00
4600
4510
4630
con/split
con/split
shear
con/shea
con/shea
con,/shea
oFJrcN srmn(;tH 4000 Pslo?n rr^\6
t
rlsnt tt? l,|rnaturt n ns.rnrrt ,rf t,| r..rrrlt.rr.if. i1||r rrrF|rr.rrf, f:llu l.ttlitlta Inlllt ollll/rfl3c lKtlfo
30{f ltll ulu lK)tl otl llrlS ltsr lttrlnl uv lf t"l(tJllx, ItY olllL',l3'
PROGRESS REPOKfr.
Fishcr lleccc Jolulson Arcllitccts,ttttt- AtUtt Mr. Skip Spcnstllgclsrn Mollilc
G.E. Johniorr Construction Co., Attn: lnlr.
Jack'Ihornas; Dierbach Consulting Lngitrccrs
Clrcn tr Norl.hcn r, I nc -
nElfnr oF coNcRErE rESr cvf,oEn oarr
..orn lttD ur{t:t3 onlr, ..rtluqjruns l,if. raJn l.lt lo lrl ln|||||'.
| 'i-'i,- ., u.l iliiil r.. .. ...trrdrr..
t.rri ||. Clfll IJA a/ro
|tl9tmt.|ror'[G'rmnr'ns'Il'|inE|,||'o,'<'|!t.\|||n'mnl3r'{3|mr.||'t'Att|r.I'|'|t)l'|lut.F||lfi'rtr.l|nc||''n\
'in.'tt.r!|It!'e.rn|,.il'no'rlln,4|l'|Dr|.nn,g,|'|4ouno'''''ni!.'.,:r'.iii.:.i
'tralui? l.ttF.. .n,l .'tr-rlr.l.
,2
ChcntrNorthcnt,In1
REPORT
a
YLIN
'^.-.rl|,| l^f||a. .n l 5.1-lr.l.
OF CONCRETE TEST C DER DATA
T0: VAII,
Attn:
181
Vai I
PRGJECT
J0t1 NO. 4 424 90 DA'[E: 1-25-91
DALY REPORT NO. SHEET 1 OT
ll.ryotcE No.
VALLEY MI]DICAL CENTI]R
Mr, Dan Feency
West Mcadow Drive
co 81657
Vai 1 Vallcy lt'lerl i ca'l Ccnter l)nrk ing .Strrt cttt rc , Va i I , Col orado .
Lobby, slab on grade; sidewalk and driveway islands #2 and' #3;
UATCH nCKEf lNFORl,nTlON:
supruE1 Western Mobi le 01 551q/H ggstcx ro. 1212 cu. Y11.
10:03, ,a4 ruE Pl,rcql 10: 10
rnuq( ilo. 119
9:30 am
FIETD TLSNNG NFORMATION:
nuE rET lagg't 10:37a:g1t/rt 5
JOD SPEC|F|CAI|OIIS ctuuPs-s
Nn co]flEros.5 : wEr uNfr wEG'1r140.7
AR CONTETs-7 .l w^l[n ADD@ AT slTE
pct. Si\!PLE TEUP,
0 c,ol. nor RKS:
CYUNDE'I INFOITMATION:
to. oF cYt ntrrFrts (r r.yl t1DFl stTE (rrt x l2rt wlrmf c lT 0n-Si tc
CURINC INFORIIATION:
txrruL curE: 0n site RaD floMcE FtcluTrEs Curebox utq,/trix52/75 o rt,/nuE AT wL 1-26-91'
rrtE $n|Pftn l-26-9I w: F" Potvin nE! RKs:
c'Y1.tt|Dt:n
ur|tf unlu fr(l cr)
T/PE OF
;tuctullE
con/shear
con/shear
28.28
28.28
28.28
28.28
8.28
28.28
6. 00
6. 00
6.00
(r,00
6.00
6.00
107, 500
108,000
2-L-9I
2-L-91
2-22-9L
2-22-9L
2-22-9r
2-22-9L
7
7
28
28
28
28
nFstcl| srnfttcrll 4000 Psl o ?6 rI^\6
rt.s|:! rt wrql^lolw Pl Fs.tortl Arff lll lartt ltwlll' wrlll ^l't'ir,|rlt lilu -rrltlfttr' Inlll= olllttrf,E[ tKtltD
3Ol( l||tUtlU lX)X ('|l lnl: llsr'|ltllnl lt{v t( ltlK'vt{xD ttt olllut3'
PROGRESS REPORf: Sanple obtained from trucli discharge.
Frank Potvin T. Laudj.ck
FIEI.o OUSEIWEII APPRO\GD TT
Fisher P.eece Johnson Architccts 'tt"ttt Attnr Mr. Skip SpcnsQ;{s51srn lrlo5ilc
C.ll . Johnson ConstflJction Co, , n ttn: I!lr.
.lack'lhomas; llierbach Consulting lingincers
^tl|,unt{Er'rcFxmqr[Tln|fn[Ep|l'd|it'|vl1||[nlmn|sr,r{stFFt||tl'Att|rrolr{xxlu|.'.trii[tV(r.,'|l.l,nS'r'x.r!tt^tft||l..|le.Iq|nr'6o'.xtir.]|s'ln{mxlG^,||,ir!ou""'',',''i,.i..'.].iii.,]i4('vnfttl| urlr!3 onnr l|i^lqrun3 l, . ,G{l l-o lo ol slllllllc.
^
F-r.c- .r rr.l irf rfl r.. , ...nrrtr-
t..i ||. cL(l IJA ano
cltElr-[oRTfiER[. Iltc.
co[suLTmG E]tGt t{E€Rs AID sctExTtsrs
REPORT Of OOIICRETE IEST CTLIXDER DAIA
I0: Vait Valtey f.tedical Center
Attn: llr. Drn Feeney
181 Uest l{esdor Drive
Vait c0 81657
PROJECT: ValI Vettey tledical Center parking Structure, Vail, Colorado
JOB XO. 4 424 90 DArE t-31-91
S]IEET l OF 1
PtACEllEllT LOCATlOll: Deck topping, Level ?, Lines C to B, Lines 3 to 4 ard mi scel laneoos uatt curbs;
This loEd placed in esst hatf of this .rea.
BATCII IICKET t IfoRllAI I Oll SUppLtER: Uestern lobile
IRUCK ll0. 117 TTCKET XO. 3524 rtx DESTGI lto. 1212 eith fiber
TlliE SATCflED: 9:21 an TlttE ARRMD: 9:34 an Ir E PLACED: 10:07 an CU.YD.LOAD/ACCU : 8 e 16 of 24 yds
FIETD TESTIIIG III'OR AT IODI
IlilE tEsI IAKEI: 10:25 am
JOB SPECI FICAllo0lS: SLUI4P:
SAI,IPLE TE P:
5.2 Z
58 oof AtR TEHP, o or
llET Urllt l,lEtGHI:140.6 pcf.
AT SITE: 8 GAL
SLUHP:|[.4 t[.
AIR
AIR CO.|IEIT:
COITEilT: I UATER ADDED
cYl I I|DER mFORr,rATIo)l
ilo. 0F CYLI|DERS: 6 CYLIIIDER SIZE: 6xl2 TItl€ CYLIIIDERS GAST: 10:35 am YflERE CAST3 On-site
cuRtilG I ltFoRt|AT totl
lIlTlAL CURE: 26 hours on-site
DATE RECEIVED AT tA8: 2.1.91
FIETD
BY:
STORAGE FACILITIES:' INSUIAtEd bOX
C . Adams lt I ll . ,/llAX .
AGE
DAYS
DAIE
lESTED
TOTAT IOAO
(r8s )
D I AI.IETER
( mcflEs)
AREA
(so. t lr. )
cotP.sTR.
(PSt )
TYPE OF
FRACTURE
CYL I IIDER
UEIGHT
(LBS)
cYt IIoER
uf t UEIGXI
(PCr )
I
7
28
28
28
z8
2-7-91
2-7-91
z-28-91
2-28-91
2- t8-91
2-28-91
109,000
111,000
6.00
6.00
6.00
6.00
6.00
6.00
?8.28
28.28
28.28
28.28
?8.28
28.28
386{t
3930
conlspl i t
shesr
DESIG}I STREIIGT1I 4000 PSI A 28 DAYS
TESTS BY LABORATORY PERSONNEL ARE III ACCORDANCE t,IITH APPLTCA8LE ASTI{ I,IETHOOS UNLESS OT}IERI.'ISE IIOTED
SO,IE INIOR}IATIOII OF TIIIS TEST REPORT IIAY BE PROVIDED BY OTIIERS.
SE ARKS:
CoPIES Fisher Reece & Johnson Architects - Attn: Skip
G. E. Johnson Construction - Attn: Jack ThofiEs
Bierbach Cm3ulting Eng ineera
Uestern ilobi l,e - Attn: ouatity Control Lab
Spenst
c. AdarE T. Laudi ck
FIELD OBSERVER APPROVED BY
AS A I{UTUAL PRoIECTIOI t0 CLIEITS, TIE PUBLtC Ailo qJRSELVES, ArL REPoRTS ARE SUBIIlTTED AS THE CoNFloE]ITIAL PRoPERTY 0F
CTIEIITS, AND AUTITORTZAIIOII FOR PUBLTCATIOII OF STATEI.IENIS, CO}ICTUSIONS OR EXTRACTS FROI! OR REGARDIIIG OIJR REPORTS IS
RESERVEO PEITOI[G qJR HRITTE}I APPROVAT. SAI.IPIES I,.|ILL 8E DISPOSED OF ATTER TESTING IS COI,IPIETED UIILESS OTHER ARRA}I GEI'IEI{ I S
AORE€D IO III IJRITIIIG.
A nesber of the Htll Gro.p of coflpanies
forn llo. CllEll3A-1/91 .2
' : .:1 :+ f
Vall Valley lfiicaf Genter LETfu @FTRANSMITT'AL
181 West Meadow Drive
Vail, Colorado 81657
303476-2451
To Town of Vail Build'ing Department
75 South Erontaqe Road
Vail, C0 81657
WE ARE SENDING YOU d Attached D Under sspa rate cover via the following items:
D Shop drawings ! Prints tr Plans tr Samples U Specifications
tr Copy of letter D Change order [ Observation report
THESE ARE TRANSMITTED as checked below:
E For approval
! For your use
p As requested
! Approved as submitted ! Resubmit-copies for approval
i Approved as noted D Submit-copies for distribution
E Returned for corrections O Retu rn _ corrected prints
19- tr PRINTS RETURNED AFTER LOAN TO US
D For review and comment n
N FOR EIDS DUE
REMARKS
}li!'c N0\/ c 91990
OAAE JOa
7 November 1990
AIfENIION
Dan Stanek
Vail Vallev Medica] Center -
Parkino Structure
coPrEs DATE NO.DESCRIPTION
1 10-30-90 19 Bierbach Consulting Engineers - 0bservation report
I 11- 2-90 20 Bierbach Consultinq Enqineers - Observation report
SIGNEO:
COPY TO
ll cnclo.utG.... aoa ,. not.d, tti/ndty notiltt v..t onc.. Bfenda HafOgf
JOB NO.
2067
ts-81
EIERBACH CONSUTTING ENGINEERS INC.
REPORT NO.
l9
FIELD OBSERVATION REPCRT
wos noted:
The 8-# 6 iomb bors shown in Sect. gll/13 were not instolled.
The 8-#6 jomb bors shown in Seci. C/\/13 were not inslolled.
The 8-#6 jomb bors shown in Sect. 8/2/19 were not insiolled.
The confroclor is going 1o instoll hook bors ot the corners of the 2-#10 bors
focoled obove ihe door openings. Shown in Section B/l/13 ond Section
N1/13.
No other ltems were noted.
JOB VAIL VALLEY HOSPITAL PARKING STRUCTURE DATE October 30. 1990
CONTRACTOR G. E. Johnson Construction Componv TIME 2:00 A.M.
SUPERINTENDENT Jock Thomos TEMPERATURE 70
WORK OESERVED:
I visited fhe site fo review lhe woll reinforcing ot ihe following locotions:
o) Second lift southwesl core.
b) Second lift grid line B wos portiolly instolled. Piloster steel ond future
opening steel hod not been ploced.
The following
r)
2l
3)
4l
OBSERVER Michoel Goldstein ,oe {a2rcf,{at--t*e
ffirZ
d lax transmittal memo 7671
5\lEji!e {o-"\'ix
FIL€
5-9e l-|ON E I EREACH E}.|GhTRSo16o P.BL
JOB NO.
2067
2
Post-lt" brand far transmittal memo re71 t of paggs r
TO\aJs$*_-_-
9O, f\ ,/,. ..
=*$"|-\lc\.bs(!v \
u€pr.Phone 'l
Fax #
I visited fhe site to review the reinforcing irr the woll on line "4" from the Northern
construction ioint Soufh to the stoir core. The following ilems were noled:
l. Numerous locqtions were noied where reinforcing wos missing:
o. Verticols odjocent io 48" diomeler openings ond oll opening trim bors were
missing.
Counferfort ties were missing ol severol locotions.
Counterfort closure ties of lhe reor of the counlerfort were missirtg.
b.
c.
d.
e.
f.
Lop splices for misploced footing dowels on lines C.5 & D,5 were missing,
Woll verticols South of line'Cu hod not been ploced
Speciol consirucliorls ioint deroil ot C-4 wos missing. I hove enclosed o copy
of this detoil originolly submitted on June I l, 1990, for the conlroclort
convenience,
Column verticols ot the column iornb ot ihe South West corner of the stoir core
were disploced o consideroble distonce from lheir required locotion. The position
of the dowels is not occeptoble wifhout some corrective oction. Except for removing
o portion of the woll below ond repouring with properly ploced dowefs or moking
o lorger column,
2.
1{OV- s-98 FrOH
t,t
=2A EIERBACH Eh.|l6o GHRo P-@2
Voil Porking Struclure
Reporl # 22
November 2, 1990
Drilling dowefs lnto the top of the woll is the corect locofions seems to be o
reosonoble solulion. I do not believe it is possible to drill ond onchor the #1 I bors
ln lhe confined spoce provided. Therefore,lhe conlroclor should prepore fo drill
OBSERVER Steven E. Bierboch. P.E.
5- 9e Flo|".{:2tE IBIERBA|]H EHG!f P- e3NRo15
otl
Ld
l-^trj
CYOzoO
zo
Ep:)4f,frl*
EFi
EEil
.o-,2
P - g4EHGHRa'.6:26 EIEREACH
O
5-98 HON
@o
o{(9
F--
J
{
t---
LdO
m
:E
)
EF{I6
PfiEv,
Hr..I,E
*,P
n
J
zOJF<
!3H
FF
fiH,
EEE
F
It
Vail Valley rvliol Center LETffi @F TRANSNNNTTAL
WE ARE SENDING
! ShoP
D CoPY
lhi!,t, g ._
.,
Attached fl Under separate
D Prints
! Change order
Plans E Samples
Concrete test results
181 West Meadow Drive
Vail, Colorado 81657
303-476-2451
Town of Vajl Bujlding Department
75 South Frontage Road
Vail. C0 81657
oarE lJol xo.
ATTENIION
Dar
IE:
Parkino Structure Concrete Testinq
the following items:
! Specifications
YOU 6
drawings
of letter
coYer
!
d
coPrEs DATE NO.OESCRIPTION
1 9-25-90 Chen Northern, Inc. - Report of concrete test,28 day strength
1 9-26-90 Chen Northern, Inc. - Report of concrete test,28 day strength
1 10- 13-90 Chen Northern, Inc. - Report of concrete test,7 day strength
1 10- 18-90 Chen Northern, Inc. - Report of concrete test, 7 day strength
THESE ARE
D
6
il
tr
tr
TRANSMITTED
For approval
For your use
As requested
as checked below:
fl Approved
- Approved
E Returned
as submitted
as noted
for corrections
!
n
n
Resubmit-copies for approval
Submit
-copies
for distribution
Retu rn
-corrected
prints
For review and commcnt D
FOR BIOS OUE 19- ! PRINTS RETURNED AFTER LOAN TO US
REMARKS
SIGNED:
Brenda Harperll ancloturaa ara nol rs notad, lindty notity sa ,t onca.
PROJECT Vail Valley Mcdical Ccntcr l)arkin Structurc, Vai1, Coloraclo.
toN:
Foundation WaIl, Second Lift, Lines F.5 to G on Line 2; and Lines
8.6 to 3.4 on Line G;
I,IATCH TICKET INFORI,,{ATION:
supruE1 Wcstern Mobilc tnu61(
nME tr,rlcJtq) 1:16
\.t tvl t$- I \wt tt lvl I Irlt l\-.
tOoot oF coNCR[TE TEST cltrorn DATA
VAII, VALT,EY MIDICAL CEN'TIII RFNFIVFN JOO NO. 4 424 90nttn: Mr. Dan Fccncyt8t Wcst Mca<low Drivc f{tjf t 1gg0 DAILY REPoI{r No.
Vai 1 C0 81657 tNvotcf No.
lo. 104 lcxrr No.01 2513 Mu DESIcN ro.
P 'M' nur AnnrvtD 1 : 23 P'M' 111/E
S. Urton
FIEL' OIJSTTWER
DATE: 9-25-90
sHErr 1 0F- 1
23 cu. 'ro. B
P[,rcED 1:25 P.M.
nsrs ra w,gurofrt rtt R-,rrr{t Arrr u rrtl.rlvral. irltr ratltTrrt lilv lrtrru):i |tn l:i5 olllt't. 1:|: lloltD
:prt lrlf 0(NAtKDr (,|t lr1|:' ll-5l rtlloflr [ 1 l( t'l(wl()U) rr olllut3'
PROGRESS REPORT:Concrete was purped into forms. Sanple taken frcrn tfie hose of the
ptnrp.
l. LiludrcK
^PPROVLD
[IT
I
r3^vl^!4Fnn[cTrmn[u3.I||rF|'|t|E^,|oq|n.||!1ri,|ll.^lmrn',,,tfllFr||l7')Atl||rf,tf|o|',Ml.rtioFrnlY
40!r\tttD uut.ts on|l, Mtwloorunt l,lt r.l;rn lo I0 lll llxllllri.
^ '',rt- o. u.l iiirt I c'-' of .0610,rr..
t.a rb. cu(llJA a/9O
FIELD TTSIING INFORMATION:
IIUE TEs'f TXfl1:35 PM SlUup 3L tN. N8 'colfrEl{T3.8; wLT UNIT wEctr143.9 pct. s,urt'u TL}/P. 70o ^,,1
16urt 80o
Joo SPEElFlcAnolrs suJuPg_4 Dt.
^JR
coNE[r3-s.Iw ltn ADoID
^T
snE 5 !!_nq^I{l
C'l'lJN0Ell lNFORlr.{ATION:ln. oF cvl Hof:Rs (r r;n rt1)Ert stTf (rtt x 12" llur cn lttD[,ls t:r.s[ 1r55 p^M. \|llmf c'^:'-r 0n-Sitc
CUNING INFORI.IATION:
lNrTt L cunf: orr-site
O^IE 5IRIPPED 9-26-90
TnSidenO, 5T0tt GE F/qClLfllCS -":- BuildfurcllY: S. Urton
o rEnrrl€ Ar ru 9-26-90
7
28
28
28
28
NIIA
5A. rN.)
28.28
28.28
28. 28
28.28
28.28
28.28
conical
conical
c on/ shear
con/split
con/ shear
con/ shear
3800
3910
5080
5130
4780
4970
6. 00
6. 00
(r.00
6.00
6.00
6 .00
10-2-90
10-2-90
10-23-90
10-23-90
t_0-23-90
L0-23-90
107,500
110,500
143, 500
145,000
135,000
140, 500
4000 r,sl o ?6 rr,r\.s
Fishcl Leccc ,Iohnsolt Arclt i Lc ct s 'coPlfs Attn ' Mr:. Skip Spcns! flqq 1cr:rr lrlo5 j lc
G,E, .lolurson Construction Co., Attll: Nlr.
Jack'fhomas; Rierbach Consr.rlting llrrllinccrs
Chcnt)Northeln,Irra 'trall,,,, l.tl.|-.. ndl i<r-tlr't.
REPORT OF CONCNETE TEST CYLINDER DATA
^tlv|ml.|.'t||t'I6lmnr'm.I|tnFtt'|od''ta'|\^-t,|lnrr.mr!r,{1lni!rl|oAtt|l|..4|'|ot''|w.''r,i'.Y(rotmc||l|ln.r. rr srlrrrtt.tt corrjt t6rt6 on tllrrctt4ounlnlr urrtl3s onrtt lnrwoljru,|l lrlf. LJntD lo |ll f,nrllri;.
^
E g' o, u. I r rliil c-.. .. c.6Fir..
ai'i 'r.. C|If,tlJ t/eo
TO: VAII, VAI,LI]Y MEDICAL CI]NTI:II
At trr: Mr. Dan Fccncy
181 lVcst Mcadow Drivc
Vail CO 81657
Jotl l-ro. 4 424 90 ttNE:9/26/90 ^
DAJLY RCPOTfi NO. SHEET :- 0r:1
rt{votcE No.
RECEIV EO
Nov I tggs
PROJECT Vai I Vallcy lrlc<li ca l Ccntct' Itlrlking Stnrctrrrc, Vail , Cololado.
PLACLMUNT LOCAI tON:-Foundation wall- on N. side of structure;
MTCIJ IICKET INFOIIIIIATION:
SUpTER lttestcrn Mobi le
IME &ArcIq)
01-2541ncKEt |ro.-- Mtx DEslcN t{o. 23 cu. /D. 8TnucK lto,
12:48 PS4 nuE Ntrlt\tr:D 12:45PM TlMf, Pl.,rcu) 1:00 PM
119
FIELD TLST]NG INFORMATION:
lluE rEs'I T xEll 1 : oTPMstuup 3 tH. atn colnrjfr 6 . 4: wrr UNr wucttl 'l-40 .2 pct. s^rrPLf, IE /P. 69oxll 'IDlP.?so
JOo SPEclnclnolls SUJUP tN. AR CoNTD{T I WAIL-R ADDCD AI sfr[ 5 at. nc|,,t ,nxs:
C]IJNOEII INFOIIMTION:
tro, oF c..y11poer15 -S r,^11 lpoF,t stzf (rrt x 12" nuf t: lttDrtts c. 5T 1:15 PM \{4trnli c.rsf On-Sitc
CURINC INFORI,{ATION:
fNIIW CU,IE on site Ro-D srcrucE r./cttnrEs MN./MI(. o^Tl:/nuE Ar r,\(! 9/27/90
o^rE srnrppg) 9/27/90 Br: J. Hofftnan ncrvrKs:
ACE
o 'r5
DAIElEslI]'tol L t.o\D(us)t)uuFJrjl
(llrclr|:5)NIf
(54. rt|.)
couP. -51R.
(,3t)
TN'E OF
lruclUllE
cnll|r)fitwlxrr(u$)
cn rror-nut{r }n:}c| (r
(,|co
7
7
2B
2B
28
10/3/90
1.0/3/e0
t0/24/90
l0/24/90
ro/24/so
I
78, 000
92,500
131,000
138,000
134,000
6. 00
6. 00
6.00
(r. 00
(r.00
I
28.28
28. 28
28,28
)A )R,
28.28
2760
3270
4640
4880
4740
con,/sp1it
con/sp1it
conical
con/ shear
con/ shear
orJrc sTnrlr(;lrl 4000 P:;l o?d nAE
lljnt Ir wlqr^toftY Ptmarlrrll frla ltl rJrrrqr.trf, ilxl ra'flrllrtt rslu !trr)tn tnfll- ollll'rA13[ lloltt)
3O![. t t (rru tloft ox lrxS ltgl lrl l\ofir lrY l( fnovluttt lll ollltl9.
Fishcr llcc cc Johnsott Architccts,ttt't" Atttl, Mr. Skip Spcnsqyv6q16rr lr,loSilc
G.E. Johnson Constl-uction Co., Attn: ltlr,,
.lack 'l'ltomas; Ricrbach Consult ittll Iinlli.nccrs
J. Hoffrnan 'l'. l,atrtlick
FIILD OUSEIWEII APPROVED TT
Chcn*Northcnr,Inc
o R Fc 380
ill0l/| 1990
REPORT OF CONCRETE TEST CYLINDER DATA
'd-llltl1 l^!!-,. ..!l kr-thl.
TO: VAII, VAI,I,EY IVII]DICAL CENTI]R JOU NO. 4 424 90 DATE: 10-13-90Attn: Mr. Dan Fccncy
191 $tcst Meadow Drive DATLY RCPORT NO. SHEEI I OF 1
Vai I C0 81657
'.ryotc[
No.
PRGJECT Vai. I Va1lcy Medical- Ccnter l,:rrking Str.ucturc, Viri I , Color.ado.
PlJ\cEMtNr LOCJ\]tol.l:Wall on Line B from Line 2.8 to 3.5;
MTCI] TICKET INFORI.,hTION:
suPruEn itlcstern l''lobi le Tnucx ilo.. .11g ncKEr. [rcl.01 2g 14 Mu oEslctt rro. cu. ltl. g
nME oATClltD 12:34 p.M" nuc Annrtto 12:50 p.M. Tlu€ Ptfco 12:55 p.t4.
SIELD TTSTING INFORMATION:
TluE TE5T TAr(Elt I:lOPlvl SLUUP 3%
JOo SPECtnC.\nolas SLUUP^| | -ll
tN,
lN.
A|| COfITE]IT2. 6 : WEr UNn WDCrrrl47.8
Aln CONIETfT, . .l WATfn loDcD AI srE
Pca.S^IIPII TEI.IP.
c{rl. IlDr|\Ilr(s:
650 xll rurr'.55op,
4R o( 'l) vA36
cYLtNOEn lNrOttMarb
llo. oF ()nJl|ocRs (l en tDat slzr (rrr x 1.2'r trur c |trD[,rs c-sr 1:25 P.lr,l. wl tfjl[ c,\5r on-Sitc
CURING lNFORlvt,{TtON:
l'ruL CUne On-Site Ro-D srotu\cE flcrunEs Cure Box M|N.,/MN(, o.rf,/nuc AT r.l&10-15-g0
n rE slnlPPgt 10-.15-90 IIY: S. Urton nE)r\tlKs:
AGE
DAYS
OATE
IESIE)
TgI .L r,o\I)
(LI)S)
D|.AMElr_n(nqrL5),\fiti\(so. H.)
covr'. -51n.
(rlsl)
.|.N'|: OF
trt crun[
cn,llr)rl1
lYlJor tr
(ur.5)
cYUlrfi:n
ur/tr \{Dq f r(rcr)
28
28
28
28
10-20-90
L0- 2 0-90
11- L 0-90
il.-1"0-90
J.1- 10-90
11-L0-90
143, 000
.742,0O0
6. 00
6. 00
6.00
(r.00
6.00
6. 00
28.28
28.28
28,28
28.28
28.28
28.28
5060
5030
con/ shear
con/ shear
oEstcN sTR0rGlll 4000 Psl o ?n I}^)T
II5IS ttl L^lloat^roarY nr r.5arlll|t ,,|f 0r ra,rirrlurrf |l1r lrr.i rrrrr t lrlu !ttlrttt'i Inn l:,: oll(rf T{ llolto
30ut ltrrurra\llorl orl llrS ltSr tIr!{lt |r Y rr- ftK-Mutl, lrl ollllJ!t.
PROGRESS REPORI:
.^orr.a Fishct P.cccc Johnson Architccts,: Mr. Skip Spcns(lVcstcrn l.lo5ilc
G.ll . Johnson ConstTuction Co., Attn: Ml'.
.Iack l'lromas; llicrbach ConsrrlLing linginccls
S. l,rton 'l'. l,atrd i ck
FIELD OI]stfryEIT APPROVED tI/
Altvuttt.|F'x'rcTr'.lo.t|f',r:!]|tfF|nE^,|od|i<'ttl-\,tlnr'Y''ttt,,.rj|'n.t|l|| it|||..r't,||x'rM|P|'r?fnor ar rlrtfurtrt3. eorntnrrn on txtia:l!4olrit.ntt ur{I.ts ol||ft rn^4et!(r,|t pn rarn to to |,t rixr|trrc.
^ '-r{r' ., rrl ijiiile.-., .r co.iF.r..
r.6 rro. cul.t t]l {/m
ChcntrNolthcl'rr,Inc
REPORT OF CONCNETE -rEST
PlO rrn
20V | 19.98
ain,,'" r^'J!F" "n i<'-t""
CYLINDER DATA
To: VAIL vALL[y MI:DICAL cENTlll Jor] No. 4 424 go DAT[: 10-18-90' Attn: Mr. l)an Fccncy
181 lrrcst Mcadorv Drivc DAILY REPOI{T NO. S}iIET 1 Otj I
Vai I co 8165 7 *.ryorcE No.
PROJECT Vai! Valley lr,lcdi cll Cctrtcr l)lrkin11 Stnrctrrrc, Vli1, Cololldo.
Walls, Level 3, Lines 2 to 2.5 and Line Fl to J;
UATCI-I TICKEI lNFOlll,tATlONr
supruEn Wcstcrn Mobi lc rnucx Ho. 104
11.81 ,t t,r
TlcKfr rc. 012867 MX oEstcN |Kl. cu. y0. 8
nuc Nrfrrvu 12:00 p.M. TluE Pt,rcs) 12:20 p.M.
FIELD TLSNNG INFORM^TION:
TluE TEST ru<eN L2:25pM 3LU!ts 3/4tN.A/rr corflrJrE. 1 ; [,L-r uNrr wjcrtrl47.3
Nn coNlorr4- g ;r w^If,l ADDCI) AT srIE
s,urpu rup.65o ,wtt ruut'.60oF
C{rl, nExA,tKs: 24 of 37 Vd3
CYLINDEH INFO'IIJ/TTION:
lro. oF cll.l or]Irs (r cn nturn stzf (rrr x |2rr IlMt: cn tllDf,rs c 5T 1).An D M wlltll[ cA5T On-Si tc
nE-D STOIIACE FACTulTrJ
ttt: S. Urton
CUnlNc INFORI#rTtON:
HrAL cunE on-Site
o rE srnrPps) 10-19-90
couP. -51R.
(f'st)
4740
4180
,^JltJ\sa. rl.)
28.2t1
28.28
28.28
28.28
28.28
28.28
2t
23
L.t
2B
l>sl o ?6 rals
I0- 2s-90
0-2s-90
1- 1s -90
t -15-90
11-15-90
1-15-90
c on/ shear
con/ shear
6. 00
6. 00
6.00
(r.00
(r. 00
(r.00
117 ,000
L 18, 000
Itlifs |rt tlrfirt^lOflY it n_.tarltrtl lrr Ol /./)Grlr^r{f *llll rt'ft rr\lr t lltr, lrt.llnl,!i ltt(135 Ollll.]'ffl3( llOltO
5Ou( lrx uur rx)t ort n[5 lt.sr mtro( r1^Y l( fn(Mo{D w ollllJli.
PNOCRESS REPORI:
Sample was taken from thc purnp lrose.
l;rton 'l'. Laudick
OI]SfIWEfI APPROVED [T/
.n'rrc Fishcr llcccc .Johnson AlchiLccts,
G.li. Johnson Construction Co., Attn: Itlr'.
.Iirck 'l'honas ; llicrbach Consul Ling lirrllinccts
r3^qtnl|{'".r''cTrm.l|r'.f1'.tr|rh,Er:!,o(||Ft't\^v\||l'n|m{l.tr/'|:3l'lr{r||t',rhx ra g^rrlrrals farrrt trin6 0n tttlrctf4()untnl' urrrll onrt.r|rrw€a,luns !r. l.rnllr to [r r_I lrc.
^ Ri{r- .. u.lilfrflr-e or .o6ed,r-
,.td 1|o. CutltJA {/co
h^^r trr h".^.i fax transmitlal merno 7671 r ol pages )
'a I
ac\^.,rc- h- '
Oc Pt.
Fax t
lPhonr
t
l--:--
irax "
t.{l]v-6-F'a TLrE
L"=
*-'=::o:t EN':F.-P-e1
REPORT NO.
DATE
CoNTRACTOR G. E. Johnson construction compony TIME 3:00 A.M.
SUPERINTENDENT Jock Thomos TEMPERATURE
WORK OBSERVED:
I visited fhe site lo review the reinforcing in the woll on line "4" from the Northern
conslruction ioint South to the sloir cote. the following ilems were noled:
1. Numerous locotions were noled where reinforcing wos missing:
o. Vedicols odiocenf lo 4E" diometer openings ond oll opening lrirn bors were
missing.
b, Counterfori fies were missing ot severol locotions'
c. Counterfort closure ties ol the reor of lhe counterforl were missing.
d. Lop splices for misploced footing dowels on lines C,5 & D.5 were missing.
e. Woll verticols Souih of line "C' hod not been ploced'
f. Speciol construcrions ioinf detoil ot C-4 wos missing. l-hove enclosed o copy
oi this detoil originolly submitted on June I 1, 1990, for the conlroclors
conve nie nce.
2. Column verticols ol the column iomb ot fhe South Wesl corner of the stoir core
were disploced o consideroble distonce from their required locofion. The position
of the dowels is not occeptoble without some correclive oction. Except forremoving
o porrion of the woll bet* ond repouring with properly ploced dowels o1 moking
o lorger column.
22
JOB
2A67
}.{AV- €.-98 TLrE :.+6 BTEf+E:AEH =*=]f=P. E2
Voil Porking Structure
Reporl # 22
November 2,1990
Drilling dowels inlo the top of the woll is the correct locofions seems lo be o
,eoro,iobl" sotution. I do not believe it is possible to drill ond onchor lhe #l I bors
in the confined spoce provided. Therefoie, the conlrocfor should prepore lo drill
ond epoxy 8-#6 inlo the top of the woll.
Controctor sholl submit for review the potfern proposed embedmeni ond type ond
epoxy procedure intended for review.
No olher ifems were noted.
OBSERVER Steven E. Bierboch. P.E.
ae- J vM e-6eJ
/nat<ft/au*a
Fv\/
P-64r'.l**
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TO
vatt vattey rdLo,@nter LETTfr @F TIRANSNNOTTAL
Rtc'DDECf i1990
75 South Frontaoe Road
DAIE JO!xo.
14 December 1990
AIIENIION
Dan Stanek
Parkino Strrrcture - Concrete Tests
& St-rrrct ura I Observations
Vail. C0 81657
181 West Meadow Drive
Vail, Colorado 8'1657
303476-2451
Town of Vail Building Department
IYE ARE sENDrNc You b
C Shop drawings
D Copy of letter
Attached D Under separate cover via
tr Prints
O Change order
checked belff:
tr Approved
O Approved
E Returned
the following items:
tr Plans E Samples tr Specifications
p Tpct rpq.rrl tc & nhspl"vati on rpFortq
THESE ARE
!
F
p
!
!
TRANSMITTED as
For approval
For your use
As requestad
For review and commcnt !
FOR BIOS OUE
as submitted
as noted
for corrections
tr
!
D
Resubmit-copies for approval
Submit
-copies
for distribution
Retu rn
-corrocted
prirfs
19- - PRINTS RETURNED AFTER LOAN TO US
REMARKS
coPtEs DAT€NO.OESCRIPTION
-1q-go ?3 Bierbach Fnoineerino Tnc - Field 0bservation Reoort
-27 -On 24 Riprh:rh Fnnincprinn Tnr - Fipld Ohsprvation Renort
I '| o-24-qn fhan Nanthar"n Tnc - fnnnr ofc raerrlf c - ?A dav qtrpncth
10-26-90 hen Nort-hern- Inc- - Concrete results - 28 dav strenqth
I l1-8-S0 hen Norther- Inc- - Concrete results - 28 dav strenqth
- t 4-90 lhpn Nnr"thprn- Tne - Cnnerptp rpcrr'lts - 7 dav strenoth
-21-qn ihcn Northern- Tnr-- - Cnncrpte restrlts - 7 dav strenoth
1' -L.-qn lhon Nnrthprn - Tnr. - lnncnpfe rcqults - 7 rlav strpnoth
SIGNED:
Brenda Harper
COPY TO
t, ancloavt.t aaa no? aa notad, lindt, ''olil! ua al oaca.
o HD Tail_)ea
JOB NO.
2067
No other items were noted.
OBSERVER Steven E. Bierboch. P.E.
BIERBACH CONSULTING ENGINEERS INC.
REPORT NO.
23
FIELD OBSERVATION REPOET
JOB VAIL VATLFY HOSPITAL PARKING STRUCTURE DATE November 19. 1990
CONTRACTOR G. E. Johnson Construction Compony TIME
SUPERINTENDENT Jock Thomos TEMPERATURE
WORK OBSES/ED:
I visited thesite to review the reinforcing in the slob ot the wesi link. The following ilems
were noted:
l.Slob blockout for electricol conduit required the following odditionol reinforcing:
o. 3-#7 top ond bottom eoch side opening full lengfh from line I to line
2;
b. 3-#7 top ond bottom on the eost side of the opening porollel to linel. Project 36 bor diometers beyond the #7's noted in ltem A.
Controctor wos to odd verticol hongers into the concrete ihot wos surrounding the
conduit run porollel to line l. These were to be odded to motch on equivolent 12"
spocing.
One slob blockout wos yet to be ploced. Controclor indicoted no reinforcing would
be cut or disploced for thot blockout. Controsfor wos directed to provide proper
trim bors oround this opening.
2.
3.
Fost-lt" brand fax transmittal memo E7l I of prgor r R
'SN ilSn ..rt F?oni ^ \\\e.uq-co Ft\ tr-\"o R\-...\. c b,,{n,r
D.pi.Phonc i
F.x I Far t
oL /1/t4q--, 6EU
'FRu, 8i"z-fZe"^"*
o
BIERBACH CONSULTING ENGINEERS INC.
REPORT NO.
24
FIELD OBSERVATION REPORT
JOB NO.
2067
RE:3.
JOB VAIL VALLEY HOSPITAL PARKING STRUCTURE DATE November 27. 1990
CONTRACTOR G. E. Johnson Construction Compony TIME
SUPERINTENDENT Jock Thomos TEMPERATURE
WORK OBSERVED:
I visited the site to review the reinforcing in ihe south-west stoir from the third to fourth
level. The following ilems were nofed:
l. RE: Sect N1/9o. #'17 closure ties were missing EAGH side future opening;b. 8-#6 iomb bors west of opening were missing.
2. RE: Sect. N1/13o. 2-#8's on soufh jomb were missing.
Sect. B/1/13o. #3 ot top ond boftom of opening were missing;
b. #4 ties were missing
c. Controctor hos interrupted oll reinforcing through the blockout for the
beom ol the elevotor. This is not correct ond controctor will splice oll
bors bock through the blockout.
Sect C/l/13
o. #'10 iop bors were missing.
Sed. D/1/12
o. Verticol reinforcing sticking up into the poropet wos missing.
Sect. B/l/l'l
o. Beom botlom bors projecting into woll were missing.
b. See ltem 3C obove, it is olso opplicoble oi this locotion.
Sed. 8/2/19
o. 8-#6 iomb bors between door ond window were missing os well os
the #5 ties.
RE:
RE:
RE:
4.
5.
6.
7.RE:
o
In oddition to the items noied, controctor hod not ploced the closure ties on ony of the
wotl end verticol reinforcing, nor hod he completed the woll reinforcing south o{ line.B.
As o moller of record it should be noted thot precost erection wos toking ploce from the
'Bridge' controry to controctors ossuronces thoi this would nof occur.
No other items were noted.
OBSES/ER STEVEN E. BIERBACH, P.E
ee t t/V,e
6eJF?"J ,
}e-'e{t@v
ChcnONorthcnr,lnO 'ar-.nl? l^tLE'. .a4 r.r?'lhr.
REPORT OF CONCRETE TEST CYLINDER DATA
r3AUt,!|$|F'|l'lYcTl'.m.I'',t\"!||.F||nt^'|ll(I,i<'|\'-t,|lnrmtltr'{lt'n.'r'oAitr|r.'',rqrfr|rttod'rtY(r,nc||il4i
'rr'|.'tt|rr!l'''!.ffn|,:|.'.rot'xt',.'l3t|n{.'t|||G^lI''r'4rru,ltt.rtD ufrl t.tS orr|lt larwgllruns l,n rarl t.o lo ll sxlllllc.
^
F{' ., u.l t-tiii-Ie,.- .r co.nFrr..
t.'r r|.. Cutl IJA a/9O
To: vAIt, vALt,Ey MI]DICAL cEN'n:R Joo I'lo. 4 424 go DATE: t2-4-9o
At tn : [tlr'. Dan Fccncy
l8l $lcst lrlcadow Drivc DNLY nEPOllT NO. sfl[ET 1 Ol 1
Vai I CO 81657 lNVOlcE No.
PRGJE9T Vai 1 Valley lt'lcdi cnl Certcr l':rrking Stmctllrc, V:ril, Color:atlo.
PU\CEMINT LOC.AIION:
Wal1.s,Southeast Stair Core,Third Level to Top.
[r TcH TlcKEr NFOtil.rA]tON:
SUpTER l{cs tcrn l'lobi lc
nuE 0AIut@
INFORMATION NOT PROVIDED
mtjcr( }to.I|CKEr t{O.
NME NIIIrtfJ
uu DEslcN No.
nuE Pl,Aco
cu. m,
TIELD TTSI]NG INFORM^TION;
Ilu€ lEsT T r(€ll SLUUP
JOo SPECrnClnOtrs SLUUP
pcf. SrrJ'lt'Lf lEMl'.
- Col. nor RXs:
,'.. iMpslfff,lPN N9T^{tftYJ RE8, n
tN.
^|R
coMror I WAIE8 AIIDED AT StlE
A lf){|'
CYUNOEII INFOIIMATION:
lfo. oF cjyt t orns (r c,.yl tlt)Ftt stzr (rrr x |2rl ltMl: (;n lltoflls cA5T mrule c.\lT On-Si tc
MrN./lrN(.
CUNINC INFORMTION:
lNtluL cuIE: On-Site
n rE srRtPPrD 12-5-90
RE.D sIOtllGE fi\Clunr.s
In: J. Hoffinan
Heated
Equipnent Roon
nE,ll rlxs:
o rEnul€ ar wr"l2-5-90
ACE
tuYs
DAIE
IESIE'
TqI& r_o D(ul3)t)qr.rf:l rn
(|l{clr|:5) ,lcA(s. rrt.)
cour,. -51n.
(r€|)
Tn'[ oF
t ttlcl ul :
cYl.Du)ftlwrxit(t
(r rr5)
cnlllDl-nut|lf wrx;r (t
(r'ct)
7
28
28
'28
28
12-11-90
12- 1 1-90
1- 1-91
1- 1-91
.1-1-91
1-1-91
54,0 00
56,000
6.00
6. 00
6.00
6.00
6.00
6-O0
28.2t1
28.28
28.28
28.28
28.28
2a-28
4300
4460
shear
shear
ors|cN sTR€trcnl 4000 l5lo26 n'15
l|Jrs ut wryurclw Fl RSfno,ll ,lr fi ,tt.lyllt rr'1. filrl rtft r,lll r l<lu l'tllntti llrltlf,S ollll'r|t1I lloltD
!o!t lrllo rulK)tl on llr:i ltsr Btl!(ll l| 1 l{ Iltuvloto |IY ollllj|:'
atttra""t *a ,t -ntractor and picked up by Chen-Northern, Inc'
Fishcr llcccc Joltnson Arcllitcccs,tttttt Attrl: Mr:. Skip SpcnsQlycstcrn lnlo5ilc
G.lj . Jolurson Cotrstructioll Co. , n ttn: l'lr.
.Jnck'l'homls; l!.icrbach Consultilrg linginccrs
T. Laudick
FIELD OUSEWEII APPNOVED tlf
Chcn$Nor'tliclrr,lrrc j O
ITEIJOIIT OI.' CONCIi[ [ 'TIST CYLII.IDIR D,ATA
^tarthwt Intt -... ..,t :-t-,1\..
rt a ulI\l{ FnttrY6lYtr m f rtrr-..
aouflf nt lrf.r t-tl orr|'^ ,nnArr trtjrl LJn- ,{Jftrlr lo lrl ||rrrrrr;.
^ '-{r- .. u..lrliille,-- or .@16..
t.m tro. Cr.(llJl a/go
TO: vAIl, vAl,LtjY Mtjt)Ic^t, ()jNl]:ll JOU l.lo, 4 42,1 90 DATri: 11_21_90Attn: Mr. l)an l;ccncyt(il lvcst lrlcatlow l)r.ivc DAJLY ltElrol(r NO. 5l.t[L-I 10t; 1
Vai I co 81657
'.vorc[ No.
PROJECT Vai I Yallcy l,lctl ic:rl Ccrrtcr l';rrkirrlt Stl:uctrlrc, V:ril , Colot.;rrlo.
PLACIMINr LOC4Itor't:Foundation Wal1s,
Line J from Line
Level 3, Lineto Line 2.5;
2 frorn Line H to Line J and on
z
[trrcl( o. 49
12:40 P.M.
I'I^TCTJ lCKer tNFolil/ATION:
sUpruER ltlcs tcrn Mobi lc ITCKET lro.01 3236 MV Du;lclt rro. llix A cu. 'rD. 8
NME II^rc' IO)NMI NIIIMJ
FIELD TESTING INFORMATTON:
IME IEsr T XEN 1:.15 PM StUuP 414 ut. r,ur, cornE,ll 5.4; wLT Ullrr wDcltr L41.6 p<;t. s^!t'LE 1LMP.62oF.A,lt lu/r'. 30o
JOo SPEClFlC'rllOlts a,Luyp2_4 hl.
^,tr
Cor{I:rrrj_q IWAIER ArDU, AI SIIE 4 Cdt. lrt} JrKi:
cruNDUt tNFOR|"U\flON:
tKt. oF c;rl ttlDn{; 6 rin ltt)1t stTt: (rtt I l.ltl lrul: (;n lt(rrlrs c^57 f :25 P.l"l. wtutt: (."..-;r ()n -S i
cu,llNc lNtoRl"tATtoN:
fNttw cutfE on-site Ru-o sron^cE l7cru ls cure Box MrN.,/M X. o^rtntu[ AT ui.t.11- 22_gg
sI PPft 7I_22_90 [n: A. Bathke nrp\rlKs:
^cElAi.s
t)AlE
IEs-IU)
lorA. r(r D
(ur5)
t)r^u t:I l-n
([JCl rri)N ,,\(3o. fi.)cour'..51n.
(r,5t)
Tfl'I: O|:
,'IUASIUI{I-
c-ll illt)f,l
wrxr rr(uE)
(.i1Jriit.tt
ut{lr h'l.xl ir
(, \:r-)
1
28
28
28
2A
11-28-90
11- 28- 90
12-19-90
12-.19-90
12- L9-90
12-19-90
105 , 500
109,000
(r. 00
6. 00
6.00
6. 00
6.00
6.00
2[i. 2rJ
2,3.28
28.23
28. 28
28.23
28.28
3730
5B60
shear
shear
nFs|cN flnfll(;n I A ANA I,sl o ?O oA)3
tljrs ttt l^lr!\trxtt rl r6.r nl ,,|t t'l ,r, rxlorrrll. 'nlll ,r|'t t-r^,rl t ,'.tl' r'ttrntt': In l:i3 olrlt'r rT' l|olto
'Joqt ltllulu lrurt oll ltll." lt.st ln-l\rtl l{ / tt ftt(M(tl, lra ollllt:.
Sarnple taken at truck discharge.PROGTTESS RIPO]il:
cop,Es li ;il:' i;il.ln ii"ii:ll.t;.j:;::: i,i,,,, "C.lj. Johnson Collstl'uction Co,, Attlr: lttr.
.Iack 'llromas; ll.i.crbach (lottsttl t.i rrg lin11 itlcct':s
A. Bathke 'l'. l,ltrtlick
IJIILD OUSII(VEII NTPROVLD [IT
ChcntlNortlrcnt,lnc a O
NEI]ORT OI.' CONCIi['T[ 'TEST CYLINDER DATA
',,arlttl l.t!F.r. nnn :,.r-tlhr.
|l|UUnl{'.'l('IG1r'.m.lr'r.t'Il'FrIrrl,o.|||l.J|\^-\|||'nf'nn'!ln[.nnn!|l|nAlr||r.{,r'{||'u|.n
nnt. (t <rrlt ur trTt
tounanr ur,|r-al onrr.| lntwrq lrutls !n. |.J!lo lo l'l srrlllrx:.
^ n-*- .. u.l iliii']r-. .{ .6'.,i..
rrd lr.. Cut-l ll^ a/CO
Tor vAIt vALLEy MUDICAL cDNlrtr Jo0 No. 4 424 go DATE:11-2-90Attn: lh'. Dalr l?ecncy
lSl Wcst lrlca<low Drivc D JLY nEi'OlfT NO. sll[fi1 Ol"L
Vai I CO 81657 lrwotcE No.
PRO.TECT Va! I Vallcy lr'lctlical Ccrrt:cr.l. l,lrr-ki.rrg .Stnlctul.c, Vail, Color:ntlo.
Foundation Walls, Lcvcl 2, Lines B to B.B and 25r West of
Line 2 to 2.4;
[rATCll TICKET INFORIJ/IT|ON:
suPruFx lvcstern Mobi lc rnucr fto. 114 IcKET Noof 30s0 Mu DEslcN uo. #27 cu. yD. g
llME tAIcllED 11 :02 A.l\1. nuE AllttMrJ I1:1S A.M. Tlt'lE PtrcL! 11 : S0 A.l'1.
FIEU) TESNNG INIOR}.I.ATION:
nuE lEs-r T xtx 11 ; zf g{trl SLUMP
JOo SPECInCAIIOIIS surrlP
tN.
Dr.
J4 NR C0rflEl|r 6 . 0: wL-r uNrr wL]c]lrl43. 3
NR COrrrElrrj_ 7 I WAI(rt A)D[D AI 3r[
sAJ,tpLf TLr,rr,. 7go lrt .tulp.5gop,
c.ot. rtErr^nks: 32 of 56 ydr0-4
Pct.
CYLJNDEII INTOR|0\TION:
tfo. oF c 1.ftDF 15 (t tlut. (;nt t)[|ts o\57r,"n lflr,Fn sr7[ (rt l |2"-12;00 P.lrl. mrui[ c-,\5T 0n-Si.tc
CU'IING INFOR},{ATION:
INIIUL CUI|r.: On-Site RB, slon^6E r^crullrj Cure Box UrN.,,/MN(. o^ILnluE ar urr11-.3-90
DA'E $RIPPE) 11-3-90 rr: s' urton n'r,.'lxa
AGE
0Ys
0tE
lESlIl)
lflAl- to^D(ur)l)t^lrt_'ll n
(rrrc|rtj)NlL^(so. H.)
couP..51n,(€r)]'n'E OF
UCIUnt:
L-Y't lllt,rtlt
wrJ(}rr(uri)
c4|lir)t-n
ut{'$1:rQlI(r'c'l
7
28
2B
28
28
11-9-90
11-9-90
11-30-90
11- 30-90
11-30-90
1 1- 30- 90
94,000
87,000
118, 000
113,000
112, 0oo
116,000
6. 00
6. 00
6.00
(r.00
6.00
6.00
23.28
28.28
28.24
?o ta
z6-zD
28.28
3230
3080
4170
4000
3960
4100
c on / shear
con/shear
shear
con/ shear
con/sp1it
con/ shear
r,FS'CN sl'lflrcnll 4000 I'sr o 2o MI
ffJls u/ lAxrutottt tl n'trrntr| ,nt ol r.-rrrrlr.tr:t. ilrtl rtTtt;rrf lrt! r'a-lrxx6 lnltlfS otl 'r^9[
xoltl'
SOUC ltllulll^tloll oll tlll:i lLSI latltorll ll Y li- tl(MU(D I'' Olllljli'
PIIOGRESS REPORT: rnnnra+a unc nlan^,r.rirr. a nrrmnConcrete was placcd r,rith a pump,
Sanple was taken at thc truck discharge.
- Fishcr ltccce .Jolrltsoll Arcllitccts,coPlEs Attr' Mr:. Skip Spcnst;1y".1"r.rr lrloSilc
G.li. Johnson Corlstruction Co., Attll: Ilr.
Jack'l'homas; Bicrbach Consull-irr11 l:trginccr:s
S. Urton 't'. Lau tli ck
I:IELD OT]SE'WEII API'ROVED IJY
Vail Valley 1fi,""1 Center
r..^.'-i
Lffi# or?mnmsnnnrrnu
TO
181 West Meadow Drive
Vail, Colorado 81657
303476-2451
Town of Vail Building Department
75 South Frontaqe Road
Vai'1 , Co RI657
l/3L/gl nLU ul.to?-rr. . j'_l gl
Dan Stanek
VAIL VALLEY MEDICAL CENTER
PARKING STRUCTURE
tr Samples
the following items:
D Specifications
d Test Results
WE ARE SENDING YOU tr
tr Shop drawings
tr Copy of letter
Attached D Under separate
n Prints
D Change order
cover vta
tr Plans
coPtEs DATE NO.OESCRIPTION
I t2-27 -90 Chen Northern. Inc. - Concrete test results. 28 dav strenqth
1 t-2-91 Itl tl " 7 day strength
I
I
!
1-4-q1
/ uclJ >LrtrngLrl
" 7 dav s trenoth|ltl tl
I 1-8-91 tl ll tl 7 Astt rl
I
1
I-II.-'I
I -14-q1 tl u
t s<tytt 7 dav rl
1 L-L7 -9L ||tl tl " 7day rl
THESE ARE
tr
tr
tr
tr
tr
TRANSMITTED
For approval
For your use
As requested
as checked b€low:
tr Approved
C Approved
I Returned
as submitted
as noted
for corr8ctions
tr
n
D
Resubmit-copies for approval
Submit
-copies
for distribution
R€turn-corr€ct€d prints
For review and comment D
FOR BIDS DUE 19- C PRINTS RETURNE0 AFTER LoAN To Us
REMARKS
SIGNED:
COPY TO
l, ancloauaaa rra nol a! noaaat, ,indltt notirtt ua aa Jean Mower for Dan Feeney
ChcntrNorthcnt,In1
DER DATA
JAN 2I Bgl
|''f:.!mr!|rloA.tt||l.o',|ol'u.|.r!i'"l'tV(r.r'ncl,|'.t:\,xo,,n|r'r|,^r<|'|'r'|fltr'r.-
rrl'nrlf!r'.f3'f.,El|'iY'6o|t'xtn,cl3,"oy!1..1l311,j]:::nuno,',..".i,i''.;..iii.iil'r,i'^iliii'c1ln
rovrii.nir ur,rrss'btw; lntwqJruns A,n ,r.'nto lo lrl trlrllllN:'
^
Elt' o. rrl iif r flo... .t c..nF.{..
trni ||.. Cr.Cl IJA r/to
REPORT OF CONCRETE TEST CY
o
LIN
' .'Rrfd, l^?tEr. .6.r !4t-\rl't.
REcFryrn
TO: VAII, VAI,LEY MDDICAL CIJNTIJR
Attn: Mr. Dan l;cency
181 Wcst l*lcadow Drivc
Vai I CO 81657
JOtl NO. 4 424 90 DATE: L2-27-90
DALY NEPOI{T NO. sHEL'I 1 OF'
D{VOICE NO.
PROJECT Vail Valley lllerlical Ccrrter l'nrkirtg .Str.rrctrr.re, Vail, Colola<lo.
Deck Topping, Third Level, Lines 3 to 9, Line G to E;
IIATCI{ TICKET INFORI{ATION:
sUppUEn htcs tertt Mobi lc
nME trArc q)
rnucl( ilo, 117
8:54 A.M.
Mtx oEsrc' *]"1'r?o* cu. ru. 8
9:54 A.M. lluE Pl,rc@ 9:46 A.M.
FIELD TTSTING INFOIIMATION:
nuE 16r rrxex 9:52AM sLuup
J()B SPEClnCAnOlrs SLUUP
4r4 N.
tN.
Nn oorrf Lflr 5 .U wEt uMr wucllr 141.8 p.t.
AR ColrTElrr ,I W^tfrl A)Of, Af sllE 6
sllrlc ]tup.6 8oF .,.rrr rtlr'.24olt
CYUNOEII INI.ORIIATION:
lro. oF cYl ftlDFIlS (t riYl |tll)Fll slTE 6tt x 12" llu[ GnlNl)rHs cl5r 10t02 A-M- MlrJrf c'tsr Orr-Sitt-'
CUtilNc INFOI{}vGTION:
rNrn L cutrE 24hrs.0n-Site
o^rE sln|PPs) 12-28-90
Insulated BoxEAJ, fiOttlGE F ClLnlEs In lleated Area o^rt^rl/[ ar W|.12-28-90
(;lLlIDt-n
u tr h'lx;r lr(rt(:rl
c'n l o[,t
wtj(r I I'
(ttr5)
TN'[ OF
I tt clullc
c on/shear
con/shear
con/split
c on/ shear
con/split
con/ shear
'IEA50. rfi.)
28.28
28.28
28.28
28.28
28.28
28.28
6, 00
6. 00
6.00
(r.00
6.00
6.00
4070
40.70
4990
511.0
51.30
4900
115, 000
.115,000
141,000
144,500
l-45, 000
138,500
7
7
28
28
28
28
1-3-91
1-3-91
L-24-9L
L-24-97
t-24-91
7-24-91
oFslcx sTnfllcllt 4000 Psl g ?6,D^rE
n5nl U/ L|tttr^lollY Flr:r.rlrrrl frrr tr rr'tintr{||lit cltll 'rt'! r/r||t rtti' -l'ltlirn In{t:s on(m.6f, ll(,ll'o
sotrt lrl(nralprr oti iit's-ttsr'nlonl taY lr' trto/llJ(D trl ollll.l15'
C. Atlams 'l'. Laudick
FIELD OUSEJWEII APPROVED [IT
Fisher Ilcecc .Jolttlsotr Arcltitccts,
coPlEs Attrr Mr:' Skip Spcns!p"51"r'1 lrlo5ilc
G.li. Johnson Construction Co'r Attn: lth"
.Iack'l'ltomas; llicrbach Consulting Ungitrccrs
Chen€Northern.lnc O Cdrfii f,|th-r qi Scrr{r.(.
iii''i '" ' lqgt
REPORT OF CONCRETE PI.ACEMENT OBSERVATIONS
ArAtlmt\Fr'TGrD.Ioct'xtlIfFrr.c,lo(x.Fj'l!tl|ltitr''otnt^,tE!]i.m''4.|I'r@rDtxrur'iofr''VGclcf'||:I^}oA'nUlc^ID|^IFl|llz|.rrrr d- gr mf,r{rr, cir.rurc. G m;rsrs rrrx flr rtqr.lrul u.r agriii-d-ftrdlr'-ptiieti-qt-trrlot ,trfi',.L 3rl?u: lu" E BFqr'D G lmr lemE 6
ouurrD ttarr qlltt ,*,frrfll lL Ef,l! lo ,{ r|fn3.
a F.r.- d -[XiFlr..t .a ...rtclr
fG tar C5l lar a/ro
To: v41tr vALLLy MEDTCAL cuNTER JoB No. 4 424 9a gslg l2-27-so
Attn: Mr. Dan FeeneY
181 $lest Meadow Drive DAtLy REPORT NO. sHEEr 2 OF 2
Vail CO 81657 N\rctcE No.
PR(UEcr Vail Val.ley Medical Center l)arki.ng Structure' Vail, Colorado
Wes tern spE|Fn^lplr* sLrrup
suppurn Mobile uB t.D. 122 Topping Mix
AN CO IE{T
ATSOIT TEIPERAIURE R^}IC€
TE|TlI,.ln c|(l{L TrclGT
NO.
TIlrE
EAlCltE'
lluE
lltEl/g)
- IU€
SAlrPIID
RA,{I.UIH{
@rI{lER
EOOI
REVIXI'TION
cot tfIER
OOIIPTETX)N
cuBc YAtr)s
t-o D/
CUTUIAIltiE
I$IEN ADO€D
9 uJ$E
1
1
100
717
3396
3397
L0:f9AM
L1:14AM
10
11
35AM
2sAM
1 0 48AM
38Pl.,t72
8/ 7612s
7 /2s/23
6
12
IESTHI surF(0r)
TET UNTT
woofiI(Fcf)tntlo @NCRE|E
IETPE.
RAruRE
co
REL tu€
t
3
1/4
s/4
5.8
4.6
1.40.6
740.2
67
66
PROCRESS REPORT
-----
FIsher Reece G Johnson Architects,
@PIES 11jn; Mr. Skip Spenst;
G.E. Johnson Construction, Attn: Mr. Jack
Thomas; Bierbach Consulting Engineers;
Western Motti le;
C. Adams
FIEID OSSEM/ER
Laudick
BY
.--. .Chcrr0Northcrrr,lrta ' ..rlllry' l.tI,.'. .n, :4r-rlr.l.
REPORT OF CONCRETE TEST CYLINDER DATA
TO: VAII VALt,liY MIIDICAL C[NTtill JOu l'lo. 4 424 gO DATE: 1-2-91
Attn: Mr, l)an l:ccncy
I {1 l{est l.lcadow Drivc IJAILY llEt'Ol{T NO' SI'ICET 1 Ol" 2
Vai I CO 81657
'.lvolcE
No.
PROJECT Vail Valley l,tcrl icfll Cctltcr' l'nlk itrtl 5trllcttlrc, Vlil, Colotntlo.
Deck fopping, Level 3, Lines G to D,
LeveI 2, Lines 2 to 3, Lines C to la;
Lines 2 to 3;
tlAICI{ NCKET INFOfIMAIION:
supruEx ll,cs te rtr ltlobi lc
I|UE E Tcltg)
rnuo( lro. 100
9:52 A.tr|.
rfcKrr lto. 3401 Mu oEslcn *. 1?l-?, cu. 1rrl. Ew/rrDer
nuE lrtrl|\tr, 10:04 A.M. lluE Pl"rcED 10:L0 A.l'1.
FIELD ILSIING INFORMATION:
1uE rEr rp<r.n 10:25AMsruup 4k
JOB SPECtFtC,\nOl|s SU'UP
An @rlE rT 5.5: wtr uNtr wucttrl4l.4
NR CONTFITT I wAIEn ArrDa) Af 5[E
s^rplf, 'lEt/P.61oF.^ilt r[!r'. 150F
col. ltE)+{Rt6: 8 @ 8 of 48Yd
CYUNDEII INTONMA'TION:
l|o. oF (m 't|Dms 6 rjYl
'l||)Fn
suE (r|| x |2,| llur (;n Hl)rtt:i c,\5T 10:35 A.M. w| |: c^5I 0n.Sitc
CUNING INFORIVGTION;
lNlTuL cultE 24hrs. On-Site
rArE sTRIPPFI L -3- 91
n&o srorw;E crurrri Jntf lot:d. ??T Mur./r.r r(.lnslde bul Io 1ng D\rL-nruE AT lxtl-3-gI
cnltl0l:nulut r$ x;l lt(r'cr)
cl1 lNlrlilt
wtj(r at(tur)
T/r'C OF
l nAclultc
con/ shear
con/ shear
couP. -51n.
(r'sr)
NItA
I'O. lll.)
28.2t1
28.28
28.28
28.28
28.28
28.28
6. 00
(r. 00
(r.00
(r.00
6.00
(r.00
1-9-91
1-9-91
1- 30-91
1-30-91
1-30-91
1- 30-91
Ace
l)Alls
.|
28
28
28
28
L22,500
127 ,504
0 Psl o 76 fr^Ys
lllls W lrUltr^fo|rt nt Rsrtonl l,rt [l L,lx|lrl,rt wllll
'fnf'^llt
l'!lu -rJt lllXt,i ltlll:l Ont|T fltf' l|olto
tolrf ltllonu lxrll ott itlls ttgt ntrcnt g Y lr. fm"lttttl ltt olll( 3'
C. Adams 'l'. Latrtlick
FIETD OUsEf{\EIt APPRO\ED [TT
Fishcr llcece .Iolrnson Arcllitccts 'coPlEs Attu Mr. Skip Spcnsf 1gs51srn l,loSilc
G.l;. Johnson Construction Co., Attn: l"tr'
.Iacklltomns; lli.crbach Corrsulting linginccrs
ffifh|nEl'|od|ij.t!t-t|||I'mn'lrE:l|mr.|r'n^ttrr.-o|'r|xt|ru|.''l|fFl'rr(ro|ml||||.|,.\,,|oN|||l'||l||n||rr't'!|||.,}-norr .t tlltt!,tra:r,iov''t | 'tlt urtlt.St on|lt rntt^fsl liuns !n fcrn l.t, lo lll l|llllll|r:.
I tnG.- .. u..l iirr il c.-- " G..iFir-
t.6 rb. cr.tllJ^ a/9{,
-'' Chen€Northern.lnc lD Cd:rrh brh-r ql t t .tY.
REPORT OF CONCRETE PI-.ACEMENT OBSERVATIONS
rs A |.rnr ( r'rrvcrEr ro cttxtl tlf n|lE ,l|r (lRratt'r, al trttdrnt !!t t-;rmD a! nr @rDoflvt PiolfrTr (r dr cl f]fi!,
^rD
|rmglc,AMl rci ?tnl rA-
rur o- srrnirnt. o,IrrrD{r qr gmcrr rroa tt [o in € q.i itJroi]s r |fii\fi.D p:ror€ a,n tn lf't rrPRorA- s lft.ct ru E r' qrul 6 rflln lfJItIl Bootulll t'u.:g olll.t alrr.Elxtt tf, ruo to '| I|fn3.
^
irnb d r'.lTiiiil rr ri rr;rr
t-ri lL Clall.. a/to
To, VAIL vALLry NTEDTCAL CENTER JoB No. 4 424 90 DATE l-2-91
Attn: Mr. Dan Feeney
181 West Meadow Drive D tLy REPORT NO. sHEEr 2 0F2
Vail CO 81657 tln/'t.E NO.
PRqrEcf Vail Valley Nledicnl Center Parking Strttcttrre, Vail, Colora<lo
Western SPEFnADOITS 3UruP Arl cotflElfl
suPPua Mobile vu t.D. l2t2 Topping w/fiber .rrlaExr TanPrxAruRE nrncE
IET
Mt INT.|CKMI NCTET
t{r.T|rE
SATCltg)
ItuE
AINryEI)
TIII€
sA!PtE)
RA,qJIFll
@ur{rBrfuN
RE\r'O(l'Ix)tl
O(x,}.TER
@uPtE[K)rl
;UIrc YAR6
t.ot'J'/
CUUUIAIIVE
trArfn ADO@
c{,l.oals
1
2
5
4
5
Lt7
100
151
l17
L00
3402
3403
3404
3405'
3406
10:4L Al'1
11 : 30 AIr
12:40 PN
2:28 Pltl
11 : 00AM
ll:421,1'l
12:55PM
1:58 PM
2:45 PM
11 : 15 Al"l
11 : 58 All
1:35 AM
2:05 PM
3:05 PM
8/ 16/ 48
8/24/ 48
8/32/ 48
8/ 40/ 48
8/ 48/ 48
8
2
18
5
lE;r
MI stl,l?(rr)lrR
ooifrt}|T(4
IET UNITttlclfr
(Fcf)
YIAI)
@NCNETE
IETPC-
R^TURf
cf)
R[la ro€
1
2
3
4
5
4 t/4
3 r/2
s L/4
4
4 L/4
s.7
5.1
J. /
6.6
7.0
141.0
L42.6
t4L.4
140.6
139.8
58
62
61
58
5B
PROGRESS RTPORT
Fisher l{cece li Johttsott Arcltitects,
COPIES 111n. lrtr. Skip Spenst;
G.8,. Johnson Construction, Attn: lrlr. Jack
'l}omas i Bierbaclt Consttlting Engineers;
Itlcster-n ltlob i. le;
C. Adams T. Laudick
REID OTSERYER APPROYED FY
. Chcn0Nortlicnr,lnc;
REPORT OT CONCIIETE TEST CY
o
LIN DER DATA
' a,Frf fnt I rzLF." .d4 !-bntrt.
ffi''i|ttE!'olt,'l..l|M.\,||IlF'nIt,'rf'nn'!|rlo .it||r.,o',r|)|xtut-'ttfintYo..'nir['n:\,'||},t,|lrfi|,lln'|t.nflr'r,.
.r rr tt^rlvtltts. rdt(l ItiYtE on txltrrils
4ounlrfD trnt.lt ollrtt ,rn^|Erl,uns tm, t tnlo lo |rl rtllllr;.
^
F."- ., u.l ijiifl e.-. d ro.irFir-
t.nir r-. cLcl IJA a/CO
To: vAIt v^t,l,[y ]4liDI(:At, cDN'tlit{ Jou No. 4 424 90 DAIE: 1-3-91
Attn: Mr. Darr l;cclrcy
lSl lrlcst lrlcatlow Drivc UALY llEPOln NO. SHELT 1 Ol" 2
Vai I CO 81657 rNvolc[ No.
pRoJEcT Vail Valley l,'tc<l ical Celtter l'lrkitt11 Strllcl.ttrc, Vail, Cololarlo.'lloN:
Deck Topping, Level 3, Lines D.5 to E, Lines 3 to 4;
I]AICH nCKEf lNFORl"t/rTlON:
supruE1 l{csteln l'loLri lc trrLrcK fto.
nME u lc|rn) g:25 A.M.
,o. 14r-?. cu. Y-,,. 8w/ tr. ber
TtuE Pt rcED g : 56 A. M.
3407 urx oEslcll
9:48 A.l'1.
FIELD TTSTING INFORMAIION:
nME IEr T r(€x 10:19AIq 9,rul/'P3 3/ 4nt.
JOB SPEC|F|C llolrs :;t-rruP tu.
Art cotrrurr4. g : wtT ultrr wil;11r143.0
,^,R coMErIr I WAIIR ATTDED Af SIIE
pct. S,\rrP!f 'ttut,.62op .llt lL!t" 13op
CYUNDE| t tNl- ORl,0\ noN:
t,o. or cin nlrns (, r..,,1 plrlFn sur (r,t x l2t' lur. r:n nrt)ftt:i c.arT 10:29 A.]'1. wlrllr c^sr olr-Si tc
CUIIING INFOITIilATION:
tNllul cuttE: 24hrs. on-Site noo
oArE sr1tpp61 1-4-91 u/:
()^il:nruE Ar tru" .1-4-91Insulated Boxsrotr^cE FlclullEs Inside Bui lclingMtN,/w.
c . Adarns nFJr nKs:
cnllll)l.n
ulrtr w| xrlr
(r'cr)
cn n{n_tl
wDcr lr(uts)
Tn'r oF
tluiclUlll:
c on/ sh ear
con/ she ar
Afit
50. [r.)
28,28
28.28
28.28
28.28
28,28
28.28
7
7
28
28
28
28
6, 00
6. 00
6.00
6.00
6.00
6.00
129,500
128,500
1- 10-91
1- 10-91
1-31-91
1-31-91
1-31-91
1-31-9 L
DFSTCN STRqll6tlt 4000 P$l o 26 Ir^tG
trJrs rt t^xtut(t|r' rl n:i.tltlrt ,t.a |'r !rtxrlrrtr4t Hrrl r,t'tr]'it ltlr' lrt ttl)tr'i Intlt3' olllttr l;f- llolto
3orrt ltlrulll txrlt oll lllli lLSr |itl\,rll u / lt ll(,vll)tl] lt' ollll-,|:'
C. A4arns 'l'. Larrtlick
rIELD OUSEJ{VEII APPROVEO IIT
Fishcr lleccc .lohrtsolt Arcltitccts,
coPlEs Attn' Mr. skip spcnst1,,lss19rn l,lo5ilc
G,E. Johnsotr Colrstruction Co., Attn: lulr'
.Iack'llromns; llicrbach Corlsultiltg Btlginccrs
. Chcn€Northcrn.lnc O Cdr,llil Lrnfi.'r dr J.bi|td,
REPORT OF CONCRETE PI,A,CEMENT OBSERVA,TIONS
AS A |.amA |llt?Crtri m artx|lr Iq |rnE lrar arFtatw.t Al rtxrrFt ^nf ir.rtttn a! nr co.frfxlut fR(frnw t'(tn d !.]atl' 'l|o,lmrtlfrllDl trxl l'l at tr-
ro. or srlr rll crrglqr! rr? rxrtvctt rr(ra (n mo{lrro orrr nr.r.orn-C'rrlirria Ffrr€ an rEtlt t ltPforn- sAl?t[t iu. g€ D(turl or lnti lstt€ B
oortftrD t ar.s grrt ,fia{lrxtl ,rL rd.t.D Io '| Hnr3'
a i5- - r-[ilttf-lpt .a ...rr.J..
t i '\ CLll.. a,/to
Tar.'"' vArL vALLDy I"IEDICAL crN'l'Ht JoB No. 4 424 90 DATEJ, 1-3-91
Attn: Mr. Dan Feeney
181 lrlest Mea<Iow Drive DALY REPORT NO' sHEEf 2 oF 2
Vail C0 81657 tNVolCE No.
PROTECI Vail Va11ey Metl i c:i'l eentet Parking Stntcttrre, Vail, Colorado
Wes t ernsPPua MobiLe
SFEIFE^TPTI* gUr|P
llx l.D. 1212 ToD rvlfiber 7ot
Aln cot{IE{T
pozz 2deF}{I TETPfRATRE R^NCE
lE;r}{'.INUCKtn TO( T
lro.llu€
AAICHE)
TIUE
ANRryD
Tlu€
s{rPuD
REVOI_UIFtl
@U.lrtEREqN
RE\OIUTrcT'I
c{xrNT&
oouPt-Etx)N
c{r&c YAnDs
ro^D/
cuuuLAtrvE
WAITR ADO€D
o{l-oHs
1 LL7 3408 9:52 AM 10:45 AM 8/ L6/ 40!
IEST
MT
s{l,lP(0r)
TET UNTTftrc|r(Fcf)YIAD
CO}ICREIE
IEUPE-
R TURE
cF)
Rfir^fu(s
1 s 3/4 4.8 t42.2 -i 62
PROGRESS RTTOTT
F-isher Reece fr Johnson Architects,
G0PIES 1g1n1 l'lr. Skip Spetrst;
G.E. Johnson Construction, Attn: lrlr. Jack
Thonas; Bierbacli Consulting Engineers;
llestern Mobi le :
C. Adarns T. Laudick
REN OBSEfUER APPRS'/ED T'Y
." Cltcnt)NorLltenr, lna
^
E.r- .. u..l fjiiils'.r , c!.n!.iri
tori r|.. Cr.CllJ a/CO
o
YLIN
' a.-rl|r9t l.taF,r .n'r :.|-ir.r.
REPORT OF CONCRETE TEST C DER DATA
To: v Il, v^t,t[y IvtrDIcAL cuNIiR Joo flo. 4 424 go DATEI t-4-9LAttn: l'lr. Dan Fccncy
l8l lrlcst lrlcadow Drivc DALY REPOI{T NO. 5HEEr1 Ol:2
Vail CO 81657 rwolc. No.
PRGTECT Vail Vallcy lt'lcrlicnl Ccrrtcr I'rrrki n11 Stfllctrrrc, Vail, Colola<lo.
Repafr Of Wall on Line C;
t,\TcH TtcKEf |NFORITATION:
supruEx ltlcs tcrtr ltlobi lc lnuc( o. 177 lcKeT No.
2 : 51 P .lr{ . nuE NlRntrl)3:04 P.lvl- nuE PLrAcED 3:27 P.\1
FIELO TLST]NC INFORMATION:
nuE TESI T Xg,t 3 : 33 PM SLUMP 7+ tn. rurr CO rE fi4. B : WL-r UNtr Wucttrl43. 4 pcf. S ltf',Lf, rCUt',.63op .'rrtt rurr'.2gop
JOO SP€GnC nolls suufu1a*g rN.
^R
COME tT5_7 I wAlEn
^I)D(J)
Ar stlE 6 col. nFI^'rKs
rrn frlrnt sf zri (ttt x l2'l llul: (:n ltrl)rlts C.AST 3 : 43 P .l.t l|lttju' c^5r On-S i ttr
cu,ilNc tNFoRttATtoN:
lNtTuL cuRE: 0n-Site
IrrrE srnPpq, 1-5-9L
In Box
RE1D SIOtl 6E F.rCluIlEs Heated
w: C. Adams
Ins ide
Room
nE!^nKS:
o lE.rllrle ar urlu 1-5-91
couP. -.51n.
(r'5r)
,^,|t
5A. [r.)
28.211
28,28
28.28
28.28
28.28
28.28
8.28
shear
con/sp1it
con/ shear
6. 00
6. 00
6.00
6.00
6.00
6.00
6. 00
115 , 000
129,000
135,500
3A
7A
284
284
284
28A
r-7 -9L
1- 11-91
1- 11- 91
2-L-9L
2-L-9r
2- 1-91
2- 1-91
4000 Pslo 76 rI^E
rtjngr/w|,|Ato|t.r|fti.'||nIr'|.o|,,,t,|!|.'rli'|||,'.'.tr}rt'.,?|r||''.|'l|||.|'|||:i3o||I'rflj;f.llo|fo
5O|r[ In(rlrr lloll (,ll ll1(; lLSr nronl u^Y lt m('v.||'to u' olllt 3'
C " Adarns 'l'. Lautlick
FIELD OBST'WEII PPROVED lry
Fishcr P.cccc .Ioltnson nrcllitccts,
coPlES Attrr Mr. Skip Spc rrsl:;{s51.rn l,,tobi lc
G.ll . Johnsott Cotrstruction Co., Attn: Iulr'
Jack'l'homas; llictbach Colrsultitlg l-ingitrccrs
.i^9unl.|r''rIcTr'.mnr'4't.l||'Fl'nEt,olY''F'|r.i!|]l1lr.tIr'ri'||'rif|r'nAlit||rro''||''|M|.t.t|('nfdnn'|''q'^t'||'''nLrfrjt|'.r,^on|itn&:ti''m!.nn|c!'|'|'|nunorni?j.d'.filill
4rtuFtt.rrtr ut{lj3 otl|ll ,flrwFurufls.rnt r..nllo lo lll *llllnti:.
ChcntrNorLhcnr,InQ
REPORT OF CONCRETE TEST C DATA
ffilF|IrE,'mdtt?t\^-\lt|',rlm.l.lt.,lii3tIn.|r'nAt||fl't'!d||nr|..l.||.'-lndfr.inclf,tn:,.rrto,llrtr',^rnt|lnn''|,'r.l-rrr .r 3tlltll.t.ls, c.tti tnYti
4OU,al.r|D lrtrltS3 otlltl lntwql|utls !rr. |.rlt l.u tt, ol Nlllllrl:.
a .En - .. u.lilirile'-- .r ...'FrL.
r.ri kr cea,t lJ a/9o
' ^rqtrli, a67te.. .6n :.l-iht.o
YLINDER
To: vnft v^t,Luy MEDICAL ctiNTHl Jou tro. 4 424 go DATE: 1-4-91
Attn: Mr. Dan Fcctrcy
lSl lrlcst l'lcatlow Drivc DAJLY REPOI{T NO. SHEET 2 0l: 2
Vai I CO 81657 tNVotcE No.
PRG,ECT Vail ValIcy lt'lcrlical Ccrttcr' Itarki rr11 Strtrctrrrc, Vai l, Co.lolado.
Deck Topping, Second Level, Lines D to E"5, Lines 2 to J;hird Level, Lines D.5 to E.5, Lines 3 to 4;
IIATCII TICKET INFOIIIJATION:
supruEp lrtcstcrn Mobi 1c
I
tnrrcK lro. 155
11:53 A.M.
lrcKEI rc. 3417
nlJE lnfirvfiD 72.t6
*.1?1-?, rop3.i.n.5.
w/tlDer
TtuE PV{rj) 12.40
ux otslcN
-P:I\{:
FIEU) TLSNNG INFORMATION:
r|UE TEr Tx(Ell L 2 :54P1/ sLuuP
JOB SPECNCANOHS 5LUMP
NR @lrtor6 . 7 : vlEr uur vvucllr 138 . 6 pct.s^trpr.E, ][up. 640F.elR lur'180F .
AR CONTE ff ,l WAIEn ADDq, AT CrE cof. no.unKs: g@24 of 32yd+5
CYL'NOEII INT O'IMATION:
tro. oF c,'n Drfiins (t (t't x | 2tt lur Gn tlrt)F,r:i o\57 w|rutE c-{;r ort-Sitc
rNtruL currE On-Site Ro, 5Tg,r^oE rcrunEs IntYltt:d.l?T un.,/uru(. oArE rgE 11 pq1 1-7-91
orrE $ntpptD 7-7 -91 uy: Adams
Inside Building
nEl,unxs:
c/Ul|Dr:nut{r wlrcllr
(r'cr')
Tn f- oFln ctunc
shear
shear
collp..5ln,(|3t)
'IEAsa. fi.)
28.28
28.28
28.28
28.28
28,28
28.28
6. 00
6.00
6.00
6.00
6.00
6.00
88,000
90,000
1- 11- 91
1- 11-91
2-t-97
2-L-9t
2-7-9t
2-t-91
7B
7B
288
288
288
288
oFJ|cN slnq cint 40 0o Psl o 2n D YS
ttl;l|l rtt t xrt^tun itm/tnol rnr nt r.r:lttr{r't *lr|l ra.l't rrir t |itr| -t'f.llxx''i l,tlll= ollll.,rf,Er' l|oltD
!o{[ llt (rr|r^llofl olt llxS l[3r BtFofll r|^Y lt' tlluvlou' w olllul3' I
PROGITESS REPORT;
C. A6ams 'l'- Lau tli ck
NEll) Oi'SE'TVER APPROVED TT
Fishcr llcccc .Johnson Architects,!'vnLJ n ttrr: Mr. Skip Spcllst;r1".1.rn l'lolli lc
G . E . Johnsoll Construction Co. , Attn: lrh"
Jarck'lhomas; llicrbaclt Consultitrg [nginccrs
ChcnONortlicnr,Inca
REPORT OF CONCIIETE TI]ST CY DER DATA
ffi''.r|'rE,nnd|,t..||\^9\A|n|mn|.!,'I!itnF!|t|DAtr||rfot'|||f||tur.6r'!rnr.orrrmctIn|..\,'rn,,,|!rn'l^'n'|'onnor of itlllutttrs. corriltiYtG on rYln'r.l!
4OVnr.tllt ur{r.lt oll(r rnrw€aulJtls lr'lf. raJn I o lo ltl *llllll|c
^ -'+' o, rr I I i i t i-l c'-r' .f co-r,..-
.i.ln rb. GlrCllJ a/9o
o
LIN
6r-,.f", I n?[F.,. .rt :rt-|t.t.
TO: VAII, VALLDY l4llDICAt, C[Nl]ilt JOU tlO. 4 ,124 90 DAf[: 1-tt-91
Attn: l'lr. l)irn I:cctrcy
I ltl $/cst lrtcatlorv Dr ivc DALY nEPOllT NO. Sll[[f 1 01" 1
Vai I C0 81657 trwotcE N.o.
PRGTECT Va i. l V;rl lcy l'lc(li cal Ccrrtcr l':rrkin11 Strrrcl:lrfc. V:ri l, Cololltlo.
Deck Topping, Parking Garage, Upper Level;
0ATCl.l TrcKF TNFORI'\TION:
supputn l'lcs tcrn l'lobi lc lnucK lro. 117
9 : 25 A.ltl.
llcKET l$. 01.3422
nMf Nlllfvf:D 9:45
Mrx DEstclt No.4 5
^. , cu. 'ru. 8w.I1t)er
A.[l--- TluE Ptrcq) 10:20 A.l,l.
FIELD ILSNNG IN}ORMATION:
IuE rE51 T r(gl1 10: 2$Atrtsr-uup 3k 1,t. N1 colltutf4. S : wLT UNtr wucltr --- pct. slirPLf, 1tuP.62oF...ttt turt'.2go1t
JOo SPEClFlCAllotlS SLUUP t,,r. An CoNlrrft .I W^ltn A)D[l) AI SlrE d r,<rl. lltl^,tKs: 8 O I of 32 Vrt.
CYUNDES tNF ORMAT|OI.I:tn. oF c,./l 'l -ns (' rln,lr)rt sr/r 6rr x l2rr lrut: rlfl tlr)r'n:i c,t5T 10:35 A.l'1. \rltfJrt: c-^5f Orr-Si t r'
CU'IING INFOIII"{ATION;
lNm L cutE 0n-site RtrD slotrAcE r./lcrlnlEs cure Box utN.,/MA(. ()^rLrrl/[ Ar w"1-9-91
o lE sIRlPPm 1-9 -9 1 rr: B . J . llavs ll[]a,tKs:
trsl o ?0 ruYs
(:n l l)l-n
ual|t wl rcl (I
(t\:r)
c-Yl llll,l tt
wtj(r I r
(r.l,5)
coup. -fln.
(r'3l)
28.28
28,28
28. 2$
28.28
'28.28
28.28
,r,|tA
5(|. |l1.)
7
28
28
28
28
shear
shear
6. 00
6.00
6.00
(r.00
6.00
(r.00
124,500
1,24,500
1- l-5 -91
1-t5-9I
2-5-9r
2-5-91
2- 5-91
2-5 -91
lljfs t'/ Utltl^l(xd al l6t'lttrl "r' ltr "'rtllr"il.
alnt 'rY-ttTrilt l'lrr -rrlllx)tn t[ t:ri Ollll frfl;f' ]OltO
!orl. lltlutr.All(rrl oll l||t; lt$r l[t\xr rql la flr,\40(l' r' olllulS'
PROGIIESS REPOKI:SamPlc takcn at truck discharge.
A. Bathke 'l'. l,atr t[ i ck
I.IELD OI]5EJ{VEII APPROVLD ITT
Fislrcr llcccc .Jolrrtsolt Arclri tccts ,t"tL- Athrt: Mr'. Skip Spcttst:;1""1"rrr l.l,.r5ilc
G.ll . Johnsoll Constluctiort Co. , Atttr: Ilt"
.lack'l'homas; llicrbach Cortsultirrg I.ingitrccrs
n
Chcn t)Nottltert t, I nc I o
LIND
'
^.'-tlhrr
l^lh-t. .F4 :4tettkr.
REPORT OF CONCRETE TEST CY ER DATA
r,{1s|mr!t,lll'A.tl|r.o''rd'|n,|'Ydrr'dor.lh|it[|nil/'|o,,'||wi|,llnx'f'l
no'|l'li^|rUll't3"cdcl|r'r'8onritnrr.tt||W.nntcr,r|''',oun",',,".i,.l.'.].iiiiilriiir'liiii.ri-orr'i.l
..,j,j"i irr ii ui,rr-st-bnn-e ,rMrqlvuns [r. rr,,tllD lo pl sflln,:'
^ d*- .. u"l f riif "1.'-. .f Go.noo.r-
Ird lrr. CLll IJA a/lo
n Slurc r'.
TO: VAIL VALLI:Y l"ltjDICAL CUNI'UR JOU NO. 4 424 90 DATEr 1-11-91
n t tn : ltlr. Dan l;cc tlcy
l8l l{cst lrlea<low Drivc DAILY REPOIIT NO' SHUIT 1 0l'- 1
Vai 1 CO I 165 7 tr,JvotcE No.
PRGTECT Vai I Vallcy lr,tcrlical Ccrrter' l,;rrkin11 .S1:rrrctrrrc, V,li l, Color.a<lo.
r Deck Topping, Lcvel 2, Lines 2 to 3, Lines Fl to G;
|]^TCI{ TICKET INFORITATION:
supruEn lttcstcrn Mobilc lnucl( }to. LL7 TICKET }lo. 3451 MX 0E cN1#.2 w/fibe6. -. ,
Ilu€ lAfElleD 10:02 am nM[ l'I trvfD 10:21 am nuE PLrcu' 10:28 am
FIELD TLSflNC INFORMATION:
IUE lESr T r(Er 10: ssamsLUUP
JOO SPEClnCAnot|s SU,UP
4L rH.
^rlr
@lnE n 5 . g wL-r uNlr wocttf 139 . B Pct. !url'!'f, 'lflll" 63 lll lfirl'' 20
tN, NR coMErrr I W^rl:n ADDID At srE
CYUNDER INTORMATION:
lKr. oF c,t1 ,||oFxs (r (t't x | 2t'l|ur. (:ntNorns c.^'r 10 : 4 5 am wllDtf O\qr Olr -.S i t rr
CUITING INFOR}TATION:
INIUL CUIIE 0n s ite naD fi)n cE ilcMlrslnsYltt:d. ?qI MIN'/uN(. Mrt,/lluE AT wr 1-14-911ns1de Dur rurng
oArE srRrPPu) 1- 14-9 1 ltt: C. Adans
cal,ltll)l.n
urrtr wlx; lr(rcf)
28,28
28.28
28.28
28.28
28.28
28.28
A.rILA
54. l .)
6.00
6. 00
(r.00
6.00
6.00
(r.00
/sp l it
/sp 1i t
106 , 500
110,500
1- 18-91
1- 18-91
2-B-91
2- 8-91
2-8-91
2- B- 91
7
28
28
2A
2B
4000 I'Sr o 70 r|AE
llJrs uf l^llrtalttfl rl n:./tottl ,'{ ltl rr' rYllr"r't r1tll r|.qr/tlt lrlu-rrtrlnln l'llll:ii ollllItrai4 lloltD
3oqt lrll lxu l,.rrr i,ri-iii'r'risi rnl'onl u/tt li' l'novru(D llY ollllJlS'
CarolYn Adams 'l'- Laudick
FIETD OU.ERYER APPROVED tI/
Fishcr llcccc Joltnson Architccts,
coPlEs AttI' Mr. skip Spcns!1r1gs1.rrr l'195ilc
G.ll . Johnson Collstructiotr Co ' , Attn: llr '
Jack'ltomas; llierbach Consulting lingitrccrs
ChcndrNorthutt,ltna
REPORT OF CONCRETE TEST CYLINDER DATA
r4:3lmr|l|ll'A.irtrro''l|''.lu|..'.'|lF|'rtVoro|'|tC|n|dirlrm,,mY'l^lnr||rnrtnrr,.
iotr rf nrrr ut ttll .rtrcl lrilt^ on rYtn{itt':t'y -!1 .-1t g-L'jll'i
.iiJ"ii.n ii'ui,rris olr{r rautq-vuos lrn, r"nm to 'l slrrlll,;'
',rE ltl.vt 1.9!st. 6.t 9.r-rlt t.
To: VAIL VALLEY MEDICAL cuNTull Jotl No. 4 424 90 D^TE: 1-14-91
Attn: Mr. Dan Fccncy
181 West lnlea<low Drive DAILY REPOIIT NO' SHEEI 1 Ol'- 1
Vai I CO 81657 tNVolcE No.
PRGTECT Vai I Valley Metli cal Cctrtcr ltarkittg Sl:l1rctllrc, Vai1, Color:ado'
Deck topping,
Deck topping,
Third Leyel, Lines C
Second Level, Lines D
to D, Lincs 3
to H, Lines 3
to 4i
to 4j
|.}ATCI{ TICKET INFORITATION:
supruEn wcstern l'lol,rilc rnucx lro, 119 lcKgr NC,. i4s7 Mu oEsrcN 1.2-12 w/fi[?rrc. 8
nUE RltrvtD 10 : 34 am lluE PL,cED 10 : 5 I arn
FIELD TLSIING INFORMATION:
nuE 161 1111EN 10:58 al1wup 4Lq tN. Nn qDtltF;Ifi "4 z vm uNlr wtjctlr L40 .2 pct. s T Ptf, llrrP' 63 Nlt lEltt'' 29
JOO SPECInCAnOltS SLlrUP tN. JR coNlt}Ir ;r WAtEn ADDGD AI S'IE tirl. tlF!^nl(s:
CYLINOEII INFORI'I^'IION:lo. oF .c.14 tocjts 6 r;n tlt)F l stzf (r[ x | 2rl tlut: cnNl)rnli c,tsT 11:08 an wltr-rlr (xsr On-Sittl
Tnsulated box
RE D stOltAGE flClullEs:"-:ln heated box
CURING INFOR}.{ATION:
INITIAL CURE: ON SitE
rAlE srRrPPED 1-15-91
()/\il-,/nuu I W|. 1-f5-91
cnl or'-n
ul|rr m)(jl lt(r'c'?
T'''E OF
H|ACIUlll:
con/shear
con/shear
flfA5A. .)
28.28
28.28
28.28
28.28
28.28
28.28
6. 00
6.00
6.00
6.00
6.00
6.00
117 , ooo
1.12,500
L-2L-9L
L-2r-97
2-Lt-97
2- 11-91
2-LI-gL
2-L7-9L
7
.,
28
z8
28
28
4000 r'st o 2o rA\6
rl.s's w llxruro.d r',fil,llll,,.i,i!,,,'i,fi;iililffit,ill&,iT^[ilt.Lii,*it',]flJi,,'#!i5 orrrtrftvEf' trorro
Sarolyn Adans 'l'. Laudick
FIELD OI.}5EKVER APPRO\ED W
Fishcr P.cece .Johnson Arcllitects,
coPlEs Attr' Mr. Skip Spcnsl;I;ssgsrn l'lo5ilc
C.ll . Johtrsotr Cotlstructiolr Co', Attn: I'lr'
Jack'lhomas; llierbach Consulting llngincers
I Fc.- rf u- | ilit il "'-- rt G..rtrir..
t.rn r... cLal IJA r/eo
ChcntlNortltcnr,Ina
^ ',.'.' .. ,-l tjirllr-- .. c..!rrorr-
t..n r5, Gr|'IIJ a/to
ra^ I r't
J ) A4/Vq;h',.7,-,. .nn ..bn,.,.
REPORT OF CONCRETE TEST CYLINDER DATA
To: VAIL vALLEy t"ttjDIcAL CINTHI Jou No. 4 424 90 DATE: L-r7-9L
n ttn: lvlr. Dan l;ceDcy
l8l l{cst lrleadow Drivc DAILY REPOI$ NO. sHliLT 1 ol" 1
Vail CO 81657 t^rvolc[ No.
PRO,IECT Vnil Vallcy ltlcrlicfll Ccntcr' Itrrrki lr11 .Stnrctrlrc, Vail, Colora<lo,
IloN: Deck topping, Fourth Level, Lines 3 to 4, Lines B to C.5;
This load placed at Line B frorn Lines 3.8 to 4;
I.IATCII TICKET INFORMATION;
supruEn Wcstcrn Mobi lc llcKEr No. 3474
n|rE lnnrvt{, 10: S0
Mu DEslcN {f,12 w/fibg6. 1p.
anr-- nuE Pt cE 10.59
FIEI.D TESNNG INFORI"IATION:
TUE IEr I r(tfi 11:10 al$LutlP
JOO SPECnCA OI{S suruP
{!5 lN. r{tt @lnE {r 4.FYJEr UMI wtjctlf 143.0 p"t.
tN. .,R Col'IIElrT ' Jf WAIEn ADDcn AI SIIE
5 llrLf, ]EMt . 64
Col. nF-trAR'(S: 8 o L6 vdS
cruNoER tNfonM TtoN:
In. oF c,'Yr DtDFirs (t (ttt x | 2tl rlMr cnlNDrfis O\5T Ll:20 an wltftlf c.,\sl On-Sitc
CURING INFORI"{ATION: Insulated box inside
Ntrul curc: on site RED srott^GE rrcrLnrri heated room MtN.,/Mru(. 65/95MrLTruE AT t,\& 1_'1g_91
o rE sInrPPtIt 1-18-91 1r: l.l. Evans nat nxs:
c ltl :nut||r w:rcl lt
(r'cr)
truMr- .n
(rlrcll15)
6. 00
6.00
6.00
6.00
6.00
6.00
7
7
28
28
28
28
con/sp1it
con/spltt
28.28
28,28
28.28
8.28
28.28
28.28
119,500
120,500
L-24-9L
L-24-91
2-L4-9t
2-I4-9L
2-L4-9L
2-t4-9t
oFSlcN sTRFll(;r 4000 rtsl o ?n DA)€
ltJns u/ lflxtulrrltY nt i:i.tlrlrl rtrt lrl f..r:rElrrftif cltlt ,rfirrltlt rtlu -l'tlltr)|'.i l|lrlli3 oll(TiE' r(llto
3Or.( rot lrr^tl(lx oll llx3 ltSt lltlloltl rqY ot fl MlJtt w olllLnS'
Carolyn'Adans T. Lautlick
RELD OtlsEfWER Aj'PROIGD [IT
Fisher Ileccc Johnson Arcltitccts,uurllr Atttr: Mr:. Skip Spcnst;r1qs1s11 tr{o5ilc
G.E. Johnsotr Construction Co., Attn: l"lr '
Jack'llornas; Dierbach Consulting Ungirrccrs
^tlg!m|{'nrnlcF'.milr'.F.It|tFt'Ft,'|oll|i.|'lq'\,||^lm{'!|m!l,'n!|t'oA.tl|tf.o''tff|.Mt'|.|irt'r'Ylr.l,n.:l['ni,'tlxn||l^|b'|rhrrtt^|rlt't3i.'rl|6r'Fonrirllclr||xt|tf,t|t|e^,'h||t|o.ro"r'rii..r''iiii
4(,untnl| uttl l3t onlt,i |,rturEltun3 |J|t- la"lt t.u lo lll lrllllltlc.
VallValley ilmt Genter ffiTTTft OF TRANSNNNTTAL
18'l West Meadow Drive
Vail, Colorado 81657
303476-2451
Town of Vail Building Department
REC'N 6 199r
WE ARE SENDING YOU tr
tr Shop drawings
tr Copy of letter
Attachod D Under separate
tr Prints
E Change order
Plans E Samples
Test Resul ts
the following items:
tr Specifications
cover
!
d
"^" z/s/gr JOa t{o,
attENttor{
Dan Staneck
iE:
VAIL VALLEY MEDICAL CENTER
PARKING STRUCTURE
Vail, C0 81657
coPtEs DATE l{o.OESCRIPTION
1 L/2/9r Chen Northern, Inc. - Concrete test results, 28 day strenqth
1 rl3/9r tl ll tl tl
1 L/22/9r tl tl 7 day strenqth
1 L/23/91 |l tl tl tl
1 L/2T/91 tl tl tl tl
THESE ARE TRANSMITTED as checked
E For approval
E For your use
O As requested
E For review and commcnt tr
D FOR BIDS DUE
O Approved
tr Approved
E Returned
as submitted
as noted
for corrections
tr
tr
tr
Resubmit-copies for approval
Submit
-copies
for distribution
Return-corrected prints
19- O PRINTS RETURNED AFTER LOAN TO US
REMARKS
SIGNED:
COPY TO
t, .ncto.ur...r. not .. r.ot dt tindtlt nomtt u..t on... Jean MOWef fOf Dan Feeney
. . ChcnilNorthcnr,lnl trcb r.,et -?#,;,Il:":"-"-.
,'e' REpoRT or. coNcRETE TEST cvLTNDER DATA -""ttitpgFso.,-r _ 4 lggt
ITo: VAIL vALL[y Mr:DrcAL cDN'Ir;R JorJ No. 4 424 go DATE: L-z-gr I
n ttn: Mr. Dtrn llccncyl8l lrlcst trlcatlow Drivc DALY nEpolil NO. SI{ELT 1 ol.'2
Vai I CO 81657 Tt.tvOICE No.
PRGTECT Vai I Valley lr'tcrlical ccrrter Parkirrlt .st:rrrcturc, Vn.i l, color.nrlo.
PIACEMENT LocAIION:
Lines G to
Lines C to
Lines 2 t.o 3;Deck Topping,
Level 2, Lines
D,
E;
3,
3,
Leve 1
2to
BATCII I]CKET INFOR}TATION:
suprut11 l{cs tcf n l'lobi lc
ItuE lr^rc tl)
lcKrr llo. 3401 Mrx orf,tot to. !1+?, cu. yD. 8r.v/ taDer
nuE lnlttr/ED 10:04 A.M. Ilr,lE PLrcq) 10.10 A.Il.
lnucl( lro. 100
9:52 A.lU.
FIEII) TLSIING INFORMATION:
ruE TEr 1g€r,t 10:25AM stuyp 4'<
JOo SPECnCArlOIrs sUlP
Pcf-['t.
tN.
/vrt @|lrE rT 5.5: wLT uNrr wucttrf 41.4
/\,n co|tTo{r i wAIEn ADDCD AI srE
5^!r,lr 1fMP.61op.,ttt rut,. 1 5op.
r,ol. ttEnARXs: 8 G 8 of 48vdJ
CYUNDER INFOIII,U\TION:
tn. oF cfi Dtwns (r enrrrrrrr :;rzl. (rrr x | 2" lrut: cntuDrtm clsr 10:35 A.M. utt-llr cJ\lt On-Si tc
NED
CU'IINC INFOII}"(ATION:
nnul cu,re 24hrs. on-Site
oArE smrPPrD 1- 3-91
txrLTrrE Ar u&1-3-91
ttt:C. Adans
sron^6E r,rcrulrEs IntYlut:tt. ?9T MN../r{ r(.rnsLde tsul Iurng
nEu nKs:
ACE
l)^rs
I)^IE
IESItI'
lul t- l,(l t)(uE)
t)r Mt:r|:n
(|llcl1[5)
'ILA(5O. Ir.)couP. -51n.
(t5l)
TaPr oF
Ht ctu||l:
ct1 r{)nlmj(rtr
(r.rr3)
cnllrDt_nut|tr h1l(J (r
(r \:r )
7
1
28
28
28
28
1-9-91
1--9-91
1-30-91
1-30-91
1-30-91
L-30-91
722,500
127 ,SAA
152, 500
147,000
149,000
152, 000
6. 00
(r. 00
(r.00
(r.00
6.00
6.00
28.28
28.28
28.28
28. 2B
28.28
28.28
4330
4510
5390
5200
5270
5380
con/sh ear
con/shear
con/split
shear
shear
gon/shear
oFslcN sTRflrfirl 4000 Psl 0?6 n^ls
n5f3 ttl t^t utuw Ft rr:irro{l rt{ |lr ,..r:t)orrr, iit *1nl ,tfi r,^rr t ^tlrr xl.trntt'i In{l=i ollll,t'1i{ llol[o
SOrt |'lllrlu^ll()rl oll tllli lt3l ,ltr9fil u, t( fnfio(D ltt olllulS.
PROG'IESS REPORT:
- ---. -- Fishcr llcccc .Iolrtrsolt n rcllitccLs ,coPlES Attn' Mr. skip spcns!;ys51srn lrlobilc
G.E. Johnsolt Construction Co., Attll: l"ll'.
Jack'lhomas; lliclbaclr Consulting Lingiltccrs
C. Adams 'l'. Lau tl i ck
FIE|-D OUSEfiVER APPROVED ITT
r3l|4'|tt.|Fq'IGTr'.mn'''''i.trrnIrE,'}'d,itl|!l-l,||nrrnn'lt|''rl|'ri!ttl''A.r!'{..o''lo.'tnr]..lrdfiht It ttrtfrlt.tl fnrrttr:YtFi on txtnA:lt
4o|,nt.ntt u tllt otlltl ,rltr rEr.lrurls lrlt f.rlt l.o lo 9l rllnllx;.
^
.rr{- .f u.l f riillr-. .t .o.!rF!r-
?..n ||.. cuGl lJl a/ro
6 'Chen€Northern.lnc O Cdril.t hh.rr ri g.J-t .t
REPORT OF CONCRETE PI.ACEMENT OBSERVATIONS
To: y11tr vALLEy l"rEDrcAL CENTIR JoB No. 4 424 ga oATe, i-2-91Attn: Mr. Dan Feency
181 West Meatlow Drive DAtLy REPORT NO. sHEEr 2 0F2
Vail CO 87657 N\rctCE No.
PROfECT Vail Valley Merlicnl Center Parking Stnrcture, Vail, Colorado
Western SPETFEAnOiT* sU/Up Alt @t{rE}tT
suPPtJa Mobile vv t,D. L2l2 Toppi.ng w/fiber llflExr rorpEneruRE nrucE
lEr
!ro.IRrrct(l{L TEI(ET
NO.
TTTE
E TCltE
lluE
AftRilED
TIEE
s sPt-tD
8A/OUnmtl
cDr,|{rER
EOIN
RE\ Xrtnoa{
@{JIITER
couPt EIloN
culc Y m
t_oro/
C{JUUltIlvE
w 'tTR At)ocD
c r.@$s
I
2
3
4
5
tt7
100
151
LT7
100
3402
3403
s404
340s '
3406
10:41 Al"'
11 : 50 AIrl
12:40 PII
2228 Pt"l
11 : 00AM
llz42/l^/.
12:55PM
1:58 PM
2:45 PM
11 : 1.5 Al"l
11 :58 Al,i
1:35 Alvl
2:05 PM
3:05 PM
8/L6/ 48
8/24/ 48
8/32/ 48
8/40/48
8/ 48/ 48
8
2
l6
5
IE;Tln su,l?(ur)A'RooaftilI(r)
f,ET UNTT
trfJc T(Pcf)YITI.o
COT$RETE
TBTPE-
R^ruNE
cF)
R[lrAT(s
I
z
5
4
5
4 rl4
s L/2
s r/4
4
4 1/4
5.7
5"1
s"7
6.6
7.0
141.0
142"6
T4L.4
140.6
139.8
58
62
61
58
58
PROGRESS REPORT
F-isher lleece G Johnsott Architccts,
COPIES 71ggns l',1r. Skip Spenst;
G.E. Johnson Construction, Attn: l'lr. Jack
Thonas; Bierbacli Consulting Engineers;
li,es tern ttlobi 1e;
C. Adams T. Laudick
NEL.O OTISEJII/ER APPRqVTD BY
AS A |lru,( ?f,ITCtD{ D Cttxl!, nt Fun E t t! d.Rrnwt, .ll frf('trr |,!f StrrrttD a! rrf, cDfrrfxTt,t m(rrrTt r ttn q fxB rro Arnl'lllllDl fDi Frrt E}-Itrr t !f' tTrrxT!, c.r.ruFo.t dt rxrlcnt rftr ('l [o.Jtr.€ (l,; Fgwmt 6 relfi/rD frrora c'l rEnt'| rP?Ror& s l?itt ill E ortqlto or rnLR lu'lrll EootiIIE utatl o||{t ,trxI|IxTt t f. ,fit! to x rlft|I.
A rEr- .a r'.FttX-lnr .a ..4-r.
7-r lb Oal l,.. |/F
CJrcntlNorl.her 'tt,ltta
REPORT OF CONCRETE TEST .rf,ouo
'tafrtt!? IrtlE" .a'l :.i-.r,!r.
RECEIvEn
rEB - + 1991
DATA
TO: vAIt, vAt,LDY MDDICAT CUNl'l;lr JOO NO. 4 424 90 DATti: 1-3-91
n ttn: Mr. Datr l;cetrey
lSl lrlcst l*tcadow Dr1vc DALY flEPOl{T NO. Stll-LT 1 01" 2
Vai I CO 816.57 tNVotcE No.
PROJECT Vnit Vallcy tr|crlical Ccrrtcr ltarkinl Stnrctu.rc, Vai I , Color:rtlo.
Deck Topping, Level 3, Lines D.5 to E, Lines 3 to 4;
BATCI-I TICKET INFOR}IATION:
sUpruEI l'lcs tern l.lobi 1e lnucK tto.
nuE urulu' 9:25 A.M.
3407 Mu DEsr'r *. l1l.?, cu. YD. 8
w,/ f I Der
9:4g A.l'l._ TurE PLfcs) 9:56 A.l"l.
FIELD TLSNNC NFORMATION:
nuE TEs-r ur<€x 10:19Al"l 3tuttP3 3/4N.
JOO SPEClFlCAllot.s SLUUP H.
^Jn
@rflErtr4. g : wLT uMr wL,ctlrl4s. 0
tR CoNrErIf .t wAlfn A)Drl) At SIIE
s J,rpr,-c rtMp. 62oF.AJH ltrr'.1 8ol:
CYLJNDEII INI.OR}'\TION:
lto. oF c,yl ltrrrns f) 6nntplr lzr (rtt x l2tt rlMr cnlNnrn:i c,A'T 10:29 A.l'1. wlDlr: c/\5I orr-Si ttl
CUIIING INFORI{ATION:
lltttul GURE: 24hrs. on-Site
tutu srnppo 1-4-91
0 rtntME Ar r & 1-4-91Insulated Boinq.o slottrcE FrcllnlEs Inside BuildingMrN./w.
lrt3 C. Adams RElr,rnx!
6rtlllDl'-nu'|lt wlllcl f t(t'ct) fitA
28,28
8.28
28.25
28,28
28.28
28.28
con/ shear
con/shear
con/split
conlsplit
con/split
cqn/sp1it
4580
4540
5480
5610
5570
s460
6. 00
6.00
6.00
6.00
6.00
6.00
129,500
128 , 500
155,000
158 ,500
157, 500
154, 5oo
1- 10-91
1- 10-91
1- 31-91
1-31-91
1-31-91
1-31-91
7
7
28
28
28
28
orsrcN sTRftl6ltt 4000 r'$l o ?6 rl^16
llJ|:l |'/ l^rtt^tutY l"i lci.trtrtl ,xt lrt,,r:rtrllvrl. atlrr rlJ.t l:|rrl t lttr' -xflllolt' l|'nr;'i Olllt''t.l5ll l|olLD
:otll lf{unr4lK)x (,l llll5 ltSl_tlt,\xrl r|^'t l|L tlKryr(,(D |tf olllur3'
C. Aclams '1" Lautli ck
FIELD OUSEfiVEft /\PPROVED TT
Fisher llcccc .Iolrrtsolt Alcllitccts,
coPlEs Attr Mr. skip spc's!;y""1o.rr lrl'5i lc
G. E . Johnsotr Consttuction Co. ' n ttn: l'l r"
Jack 'ltomas; llicrbach Consulti rrg lingirtccrs
ffi|'F'iE|,,not|ia.|vt-.,||nr.rl:|lJ'|'f3l'i.lr'nArit|r.'',||x'||u'.ltfrinwo.d'n(||l,n:\|tmr,'||rn|l^|l',l'nn.'d?r,.twr .r lutrurt.r3. lntEttrrti 0n tlltL.tt
4orrnl.[D lrlnlJs ol|nt rntwElJruns l,|t. fa.tn t.o lo tl irlll{r;.
r .at- d rrl fiiif I c.-r or corqrtr
t.a tL. CutllJ a/ro
Chen€Northcm.hc O
REPORT OF CONCRETE PI.ACEMENT OBSERVATIONS
al| A r.Jlfu|( tfrrrErrtt Io ctt ttt, If nrrE fro q|l!?trtl ,l! ift('rr!
^r!t
lr'r.trtD a! nr oorncxlyt fa(trn'Y f (ltl ct Llltl' rro xmltrollDl fli nFl:+-
mx o7 lnatTrrxtr, c.r{tutn6 rxrircf! rnr. t! itc ^lr€ o|Ji [Jgtnt ! |l:arut ?t i'o qt rF |l,| |P?io/aL s ltut tll 9E D(tqt..o or mLR lullE B
coarlED t,lllr ot|It ,narlraxn |nt lsrtlo to lt n|nr3.
a irr- d r'.lTiF-l;-t .a ...rr-r.
tdr rb CII laa a/ao
Tor vg11 vALLuY rrrEDrcAL cENTnlAttn: Mr. Dan FeerrcY.
181 ltlest lrleadow Drive
Vail CO 81657
JOB NO. 4 424 90 DAIE L-3-91.
DA,ILY REPORIT NO. SHEET 2 OF 2
tlwotcE No.
PRGTEC:T Vail Valley Medical Center Parking structttre' Vail, Colorado
Wes t ernsrPPua Mobile
SPETFEATp 5| sU,r|P
Lu l.o. _1212 ToD w/fiber l;a
Ant @fiIEr{r
pozz 2ffiw TEUP€RAIURE MT€E
TEST
M'.IRJCXltt.NCKET
lro.
lllr€
EAICHED
I||E
lnntwD
.
TIUE
SAr|PLD
R€\'A|.IIID|
@UNTER
EOIN
RE\ XlnON
@UNTEN
ooltPLEnofl
crrBc Yr&lsr-or9/cultul Ilr/E
wATtA AOOCD
o^uoNs
1 Lt7 3408 9:52 Alvl 10:45 AM 8/ 16/ 40!
lESrt{L sll,|p(ur)A'R
ootflrxr(r)
IET UN|f
tfjoltT(Pcf)YIIlI)@NCREIE
lETPE-
R.TURE
c4
REI^&(S
1 3 sl4 4.8 L42.2 62
PROGRESS REFORT
Fisher Reecc fr Jolurson Architects'
COPIES 411n; l,lr. Skip Spenst;
G.E. Johnson Construction, Attn: l"lr. Jack
Thonas; BierbacliConsulting Engineers;
lrrestern Mohi le :
C. Adams T. Laudick
FIED OBSEfWER APFROVED BY
TO: VAIL VALLEY MEDICAL CENTIR JOO NO. 4 424 90 pTgg; 1-21-91
Attn: Mr. Dan Fcency
l8l Wcst Mea<tow Drive DATLY REPOIIT NO. SHEEI l OF 1
Vai I CO 81657 l^rvotcE No.
PRGTECT Vai I Vatlev Mcrlical Ccntcr l)nrkins Strirctrtre. Vai1, Colorado.
Lower Level, Slab on Grade, Lines B to C, Lines 2 to 3;
OATCI{ ]ICKET INFORI/ATION:
supruER $lestertr Mobi lc tnucx lro. LL7
IL:23 an
rcKEf lK,. 3487 uu oEsrcN lro. A
nuE N11!€D 11:40 an TlgE pLfcrD 11 :48 am
FIETD TESNNG INFORMATION:
rlUE IEr TAr(trl 12:O1an3LUuP
Joo SPECmCAnO}rs surup
Nn coraf E rr 7 .g wEt uur vrurctlr 137. 8
A,R CoME}.Ir I WATER ADD€D AI STIE
sorPlr 1[rr|'. 66
^,lt
rE!P. 20
tht. nan RKs: 8@40 of 40vdr
CYIJNOEII INFORI"{AIION:
t|O. OF Ctyl,|toFJts 6 (rrr x 12'l lf Mf (;n llll)F,l:i crsT lzi, LL $tFJrC c^ir 0n-Si l:o
CU'IING INFORMTION:
tNruL cure 0n site na, sro&r6E rrctLmLs Heated room MN./rrN<. 62/686ar7xyg Ar J D'L-22-9I
If fE $nPPfl, 1 .. n1 ttY: r. ^r-^- nE|,l RK&
con/split
con/spli.t
28.28
28.28
28.28
8. 28
28.28
28.28
6.00
6. 00
6.00
6. 00
6.00
6.00
86,000
90,500
7
7
28
28
28
28
1-28-91
1- 28-91
2-18-91
2- 18-91
2-18-91
2- 18-91
4000 Psl o 7n rr^)T
llJts ttt wrt\AtulfY fllr.tt rl rna ||l ,.rr*rr"t:t *rrll rtq r.^tr t rl1r, -lrt'lrlolt' tn4l:3 ollllJllfEl tl(llto
:o{t lllltlrr lpll (rl 1116 llst'Ltttoatl uaY tt lil('vlo(D ltf ollll'lt'
Carolyn Adans T. Laudick
FIEI, OOsEfiVER . IUPROIED TT
Fisher llcece .Iohnson Architects,t"'tt Atttt t Mr. Skip SpcnsQ;gss1sr1 Mobilc
C.E. Johnson Construction Co., Attn: I'lr'
Jack 'lhomas; Dierbach Consulting Engincers
',.FfUrE f rtrEt .Nl !-trrl,.r.
O}' CONCRETE TEST DER DATA
,ii9i
ffi[F'nE|'n'..|i1'|'\'.-.4r.'!lry1I''(3l'tr'||''A.tl|t|..o''tlf'.Mt.f|ififr8(rd,netI'ld.'\,'or''nrh|,^'l'',lr'tnnl-,.rt.'|l|.l,t||fu.'|l3.co,Etl'!if'6onlY|'||cl3||louo{n|G^,||'|'oqunrr.n''?j.F.iiij,iior.dirtrurn-ornrlttltttrr'l](ounlnrt uttlJs otr|tl |An rrdrruns.ur. ,.Jltl.o to ltl s nl'c.
o
CYLIN
^ F<'c' .r u.l ilifilr'-- ., .o.irrar..
t.rn l-, CLt l IJA l/CO
' Clrcn0Northcnr,hf O t...,,, d,e.!#,:';:
REpoRT oF coNcRETE TEST cyLTNDER DATA FE: t' ' ;'
TO: VAIL VAI,LEY MEDICAL CDNTDR JOt] NO. 4 424 90 DATE: 1-22-91Attn: Mr. Dan Feency
lsl West Meadow Drive D tly REPORT NO. sHEEr L OF- 1
Vai 1 CO 81657 rwotcE No.
PROJECT Vai. I Valley Medi.cal Centcr ltnrking Structlrrc, Vnil, Colorarlo.
Pt CEMENT LocA.ltoN:-Traffic topping, Second Lcvel, Line B to Line C, Line 2 to Line s;
lY\TCll TICKEr lNFORlrATtoN:
supruEfl $lestern Mobi le n6661 1p, J4B9 ux DEslcN ffi12 w/fiber.
,o.
nME AmrvT:D 10:05 am -- TIUE pLccs' 10:18rlUE IATCIIE)
mrrcX ltg. 105
9:35 am
8
am
FIELD TLSTING INFORMATION:
nME rEr T,rr(ol 10 ; f g3lpLUuP
JOB SPECnC4nOlrs $Ur!p
4\tN.
tN.
IJR @lflE lT 7.3ZWEf UNlf WEctlI.i36.6 nc't.
AJR Col,rTo|tT .l WATEn ,{ooq) Al 5m
3\rIPLC 'lErr'.
6{1, nOrA KS:
5 2 Nll lE!t'.15
CYUNOEII INTOR}TAIION
lro. oF c,YlJNoFFs 6 r,^n t rrFn slTE (rrr x | 2tl Ur Cn t Dr'fl; c,\Sr L0:35 arn $AlFJlE c-\5r On-Si tc
CURING INFOR},IATION:
tN[uL cutrE: On site
rr^tE srnfppm 1-23-9L
InsulatedflonlcE crtmLs insicle
C. Adarns
box
building
nEIT RKS
ut'J,./u)d's4/76 o rEnuE ar wr. 1-23-91RO.D
lIt3
AGE
0^16
orE
IES'IE'
l('l L t"o l)(lrs)trtarflul
(rrrclr15)NIT (sa. il.)couP. -51n,
(r,3l)
T.I'E OF
T IT,ACIUIIE
c'/Lrl{)frl
Wl:,orrf(rus)
cYUlrDt:n
UIITT wt](;rj[(r'cf)
7
28
28
28
28
L-29-9L
1-29-91
2-l-9-9L
2-t9-97
2-19-97
2- L9-9L
90,000
92, 000
6. 00
6.00
6.00
(r. 00
6.00
6.00
28.2t1
28.28
28.28
28.28
28.28
28.28
3360
3250
shear
shear
oEstcN STRQIGNI 40oo PSI o 26 rI^E
tljl:g g't UfrOaUlOflY lil i:trorr'l lrlf ltl r./t?r(r^tiq mlll rtfir/lrf litu rrt-ttnlti l,rll tJg Oll||rr'frtE tlolftl
3or.t lllrul|r llofl ul tllli ltSl ,rtFofil r| t l( l'lluwJtt trl olllulS.
PROGRESS REPORT:Ready mix truck driyer was advided of the lot'/ concrete tenperature
and the high air content.
Fisher P.ecce Johnson Architccts 'vurlL) Atttr: Mr. Skip SpcnsQ;y.51"r1 lr,lob i lc
G.ll . Johnson Construction Co., Attn: Nlr'.
.Inck l'lromas; llierbach Consulting linginccrs
Carolyn Adans T. Laudick
FIELD OBSET{VEII APPROIED IIT
rl^9Uu|Er'tYGTrxmrirxT:LncF|'rrE^,0.r|it.|vf.l.,|l.'r.onf3l'[t|mr.|r'oAlitlr.o',|f|rr]u|rti'l'rfv.rlt,nc|,.l'r
'ro'|.ril^r'u''Iac('ErlFl'6ont:itrrr;lr''ro{o4n|G^,||,'ooU[||l.'t,|t|s|3nt..t,|!tDf1,l|,|..ou''rln|l urntfS o||nt ,iL trdlttftt ttt ra4t rlt to rt tl{lltrc.
^ ,i-.' , u.lijii-lr-- .. G...r..tr..
ti.rn ||. CLf l lJ {/CO
' Chcnt:Norl.hent,Inf
REPORT OF CONCRETE TEST CYLINDER DATA '
pr.\) !. ->t.'. -i
rl^Ul,tl1.|'f'!'GF'..mct'r,nt.n[Fl'FE|''oo||ft'l\^-\||tnlmnis,,'l3!,nr|||lnA.tIr.'''t|f|,'w,t|o.|,rd(r.|'tqt|t'nn.}.('|t'^ltu'''l3...'€t|nr'no|txl'r.|t'l|o|.o.|p|e^,I|||x,-,o"',.nri'.n'.iiil:.iitrlj}riiiifhln'*l
40rrr\1nD u{llr3 orlrtl ,Nl{ r,calunt !n- rr|| tn lo lll $ltlllrrc.
. 'ir-'.' .t ul iiiill r-. .f ...rilir-
..'rn rb. cLttu a/CO
TO: VAII, VALLEY MEDICAL CENTER JOO NO. 4 424 90 D^TE: 1-23-91
Attn: Mr. Dan Fcency
lSl l{est Meaclow Drive DAJLY REPORT NO. SHEEI 1 0F 1
Vai I CO 81657 twotcE No.
PRGJECT Vai I ValIey Medi.cal Ccnter ltnrking Structurc, Vail, Colorado.
PLACEMENT LocAlloN: Lower Level, Slab on Gradc, Lines C to Lines D, Line 3 to Line 3;
MTCI{ TICKET INFOR}"IATION:
supruE1 Wcstern Mobile Ml. 4 CU. 10.
nuE PrrcE 10:05
8
NME TATclIq)
.InucK lro. LL7
9:15 an
ncKEr No. 3499
nUE Arllltvt 9:,42
UIX OESIGN
an am
FIEU) TTSIING INFORMATION:
nME TESI T r(Ol 10:30am SLUMP
JoD SPEClnCAnOlts surup
9Ln |l.t.
IN,
rJn colnElr 5.6: wEr UNII WtlGllI L42.6 cr;t. s rtPLC IEMP' 56 AJll rE!t'' 10
AR coMror ;rw IEn A0DED AI 5m Cot. nOIARr(s: 808 0f 40vdr
CYUNOEII lNlt Olllvlt\TION:
'|o.
oF c,YlJ]tDFis (t c,yultDFn stzr 6rr x I 2r I 10:40 amlrur cn rNDrr$ o\57 $rFJlC c^5r 0n-si tc
CURING INFORI,IATION:
11111 L cUIrE: 0n site
nAlE srnPPrD L-24-91
sTofi^cE rlctunFj Ilcated Bui lding
C. Adams nEr.unxs:
MN.,/MN(.Mr[,/nuE ,rr urrl L- 24 -91no"D
llY!
AGE
IAY1S
t)^TE
IESIE'
IOTAL LO^I)
(r.Bs)
I)I,AMEIITI([.rolris)xlF..\(so. u.)couP. -.sln.('50 T/PE OF
IIIACIUNE
cnjlll)fn
wt a.fr
(Lll5)
G.tt Dr:n
ufilf wl]{llr
(l"cn
7
7
28
28
2A
28
1-30 -91
1-30-91
2-20-9r
2-20-9r
2-20-91
2-20-9r
99,000
97, 000
6. 00
6. 00
6.00
6.00
6.00
6.00
28,2t1
28,28
28,28
28.28
28.28
28.28
3500
5450
shear
she ar
OES'G}I STRflIGru 4nnn rrst o 70 rI^15
ftsls ft |i^]IIt^toltt it Rsttorll r l Ol Lrtr(rvr4f. finl 'Flr: rrl l<t|r rrl-tlntrt InlllJS Ollll,|.{r:{ tlo|f0
!oll( [n uw^lx)rl oll llll5 ltsl tttl\rau rrAY l( fttgvloLD fi Ollll.|13'
PnOctlESS REPORT: Sample was obtained at the truck discharge.
Fishcr P.ecce Johnson Arcllitects 'coPlEs Attn' Mr. skip spctlsqlvc.tcrn MoSilc
G.E. Johnson Const):uction Co. ' Attn: l*lr.
.lack Tltomas; Ricrbach Consulting linginecrs
Carolyn Aclans T. Laudick
FICLD OO5Ef{\ER APPROIGD TT
Chcn i] Nor'tlien r, I nqJ
RrlEirr-rt
iJii'i I 5 t!:;ij
o
YLINDER
TO: VAIL
Attn:
181
Vai 1
PROJECT
l,lATCI{ TICKfl INFORIT,{AT|ON:
supruE; lVcstct:n l.'lobi lc
IIUE ITArcI IED
rt I urntl.t '|i'Itcrrra m at,trlll. Ira arrr|!l|: ,ro
nor. ar rrrlfuara:! a.|raltrirrn o|t lYln/cl.t l|rlrs
4ovFt_t.nlt ur.t l.t3 orttt rrrwEltrufll lr|', fa.ftt r,o
^ 'E ,r' or rr. I iiir r-l e.-- .r €o.ooir..
...rn tr.. CutllJ a/m
VAI,LEY MEDICAL CENTIJIT
Mr. Dan Fccncy
Wcst Mcadow Drivc
c0 81657
REPORT OF CONCNETE TEST C DATA
JOD t'lo. 4 424 90
DALY NEPOtil NO.
[{volcE No.
'
^.-trk4 l^lr*,. .n., &r-lr.t.
DATE: l0/2/90
SHEET 1 OI: 1
Vai 1 Valle l,'lc<li ca I Ccrrtct' lt:rrki.ng Strrrctrlrc, Vail Col or':rdo .
Foundation wall, lines K.3 frqr line 5 to 8.3;
rnwK flo. 114TK
3:40 PM
ICKO. |lo. 012620
nUE NltllvT:D 3:59
No. 25 cu. ro.
TtuE pLTCED 4:05
MIX DESIGII
PM
7.5
PM
FIELO TLSflNG INFORMATION:
lfuE TET TAJ(€}I 4:35 PMt-uup 3 3/AN. Nn colnElr 5.8:wrr ullr wEcl rr L43.6 p"r. s^ripLf 'lrMp. 63 Alt lulP. 60
JOO SpECtnO{nOtas sr_uup 0. 4 tN, IJR COMTDT 3-5,r w,{tn DDED Ar StrE 1 0 C{t.
'rE},r^^r(s:CYUNDEH INF OIII,|/\TIOI.I:Irl. oF c;yl.nrot-Jts (r cJlltprn stTr (rrr x l2rl lrur crtllrr,[Rs crsT 4 : 50 PM wltrjlc c-r-tt 0n-Si tc
CURING INFORMATION:
lNmL cUI€ on Site nED sTOIr6E F/\ctuTtrs by trailer MrN.,/M X. o^Ifnlu. ar wr"10/3/90
D^rE srnpPFr ),0/3/90 rn: S. UrLon nEr^o\,tKs:
t'n'r oF
I lt^cIURt_
con/shear
conlshear
con/ sl-rcar
c on/ sh ear
con/shcar
c on/ s:hcar
(r. 00
6. 00
6.00
6.00
6.00
6. O0
28,28
28,28
28.28
28.28
28.28
28.28
,lfA(3o. rr.)
4530
4420
6770
6020
6070
5960
t0/e/e0
LOl9/90
r0/30/9
lo/30/e
LO/30/
1,0/30/9
t-28. 000
125,000
173 , 000
170 , 000
171,500
168,500
lrJTs II/ t,rrxtt^toatY itmar|l||l lla tr rr,rrno^rE!: *lrt rtnr,rrrt t3lv rrf.llx)tr'i ln4l:r' ollll rr'415r- l|olto
rcll fll utu,\l|oll oll lllts tt St tltl\afil u Y trl flKtvl{Nl, lr olllul:.
S. Urton .1. l,atrtlick
rIELD OI]5UTVER APPROVLD [I/
Fishcr llcccc .lolrnsotl Arcltitccts,ttt't" Atttt t lvtr. Ski.p Spcrrst;;y".1"r.n l.lobilc
G.ll . Johnsorr Cotrstrttction Co,, Attn: lrlt.
.Iack'llromns; l].icrl):lcll Consult.ing lirrliinccrs
ar rtr<al !lv\ Al nrttnffrs ,r|fo{ rtt n^rrlr[' oun rl.a\trr:ito [l nrnlt:,
..rrr|rainfo a.: rrrl a.ortrll rtlw rtfixl nrt qr
fr nlil.rlvlD tttrrnrr; Or,l itlllltlr ltt'n(^"r-fi,n f.tltt.t:\ rrrr"rrrrrrrrtrx), In.l a'tlr rJa-
:r^rrl ti rrr t. rt: ('6r{}ir u or rr tr ,t :tr,rc rt
ChcntlNorthcnr,lng
il F ^ F I r, r Il
Lu"^' 1f ,,,,J
o
YLINDER
TO: VAIL
nttn:
181
Vai I
PRO.JECT
MTCIJ TICKET INFORMTION:
supruE4 Wcstcrn Mobi lc
TIUE IIATCJIED
VALLEY I"!DDICAL CENTEII
It{r:. Dan Fccncy
Itlcst ltlc a<low Drivcc0 816-s7
REPORT OF CONCRETE TIST C
'r'hrlr.l-t | 6tl |-.. .6n kl'nhl.
DATA
Jou l'fo. 4 424 90 DATE: 10-5-90
DNLY REPOI{T NO. SHIET 1 OI.'
il.{volcE No.
Vail Va1lcy l,'lcd j. ca I Ccntcr I'nrking Stnlctlrrc, Vnil, Colola<lo.
Salb-on-Grade,Lines F to G and Lines 2 to 3;
rnucJ( rto. 49 rcxrr uo.012557 ux DEsrcn r€.
7:4L A.M. nuE MrtMDT:56 A.M.- Ttr,rE
23
PL'rCEIt
cu. \o. I
8:30 A.M.
FIEU) TLSNNG NFORMATION:
lluE rtsr r xer 8 : 45 Aivl3Luup 6
JOB sPEClnC n0l6 sLuup 0_4
CYLINOER tNF OR[,tATtOl.t:
tro. oF c.y1.t DF-ns 6 rin [lt)Fn :ilzti
CUNING INFORI,/AT|ON:
|NIluL CUnE On-Site
o^IE srntpprD L0-G-90
rr-i^
srorucE flcrulrEs y""95 MIN.,/MN(. --'I'raller
S. urton n[u''\'lKs:
Nn @lnflfi 5. & wrr uNr wEclfr 142.5 p"r. s^), 'Lf TLMI,.
Nn CoNTDr3-5 .l w^Irn Ar)DCD AI 5m -- ..at. nO,$JtKs:
55o^rr TtLfl,. 50o
6" x 12t''lrMf c ruoots cAsT 9:00 A.M.{
wrmr cl5r 0n - Si. tc I
I
0 rEnl/E AT r,^8" 10-6-90
4000 Pst o?o n^Ys
[{.
tN.J
FIE.D
[tf:
NFJrcN STRI}IGITI
lt-5f: tll UtqUlOlTY Fl na/r|l[t lrra Ol r{rlxrlr.t{t. tt]lrl rt'rlt:rllf /^<Iv l'ltllr,tn Inlll:i3 Ollllt(Al:.|: lloltD
!pq( fxulu tloll olt ll[5 ll5l l[tronl u Y l[ ftt0vlu(D ItY olllljlS.
Sanple r^/as taken at the truck discharge.
S. Urton
':IELD
OBSETilER
'l'. Laudick
APPROVED IIT
r3tur,trl{m.fclY'|'ol-l|l'.r3.I|'F||lilE|,|t'.|l,i<'t!l-l||t^l'Y}n|srm1l'nn|r'DA.ill|r.'r'rd'.nrl.!l[f
nor. .r ilrlturt.r$, .nrrttt:rtn on ttttrrit!
4oun l.lf lr u||tfJl oon,| ,firwalll|ot |ry, rdn I o to tr $ft||lrx:.
r Err' .. u-|rririlo'-., .r .6po.r..
r.r'r rb. Cu(llJA a/CO
TN'C OF
Hl,^cTUnc
con/sp1it
con/spl it
con/sp1it
con/split
con/split
con/split
NrFA30. [r.)
28.28
28.28
28.28
28.28
28.28
28.28
28
28
28
28
10-12-90
10-12-90
11-2-90
1.1-2-90
11-2-90
rL-2-90
2960
3040
4600
4670
4640
4600
83,500
86, 000
130, 50o
132,000
13.1 ,000
130, 500
6. 00
(r.00
6.00
6.00
6.00
6.00
Fishcr llcccc ,Johns on Arcltitccts,ttt't" n tttl: Mr:. Sk.ip Spcns1;1y.=1sr:n lrloSi 1c
G .ll . Johnson Construction Co. , Attn : ltlt.
.Jack'l'hornas; Iticrb:rch Constrlting lingittccrs
'
. Chcntf Northcnt, Incj
REPORT OF CONCRETE TIST CY
o
LIN DER D,ATA
'.,nrf rna I r.rl,F.r ^(4 i<t-tt t.
^t^Uufl.|f'i'r(G'r'.m.]t|'''r\.T|fn'nr,:l,|ool,it.t\4-.l|t'^'FrFr'!t'ir.i|Fr'|llo^.itl|r.n''rr'',r|'tFddnoF rr trlttltt.t:. co.l:[nrt6 on txlia:t:t
4OUnJ_n|l UrnlJS Olllt.^ |,rtwealluos r.tn. N)nt.o lo ltl snllllr;.
a Fr,{' .. rl..lifff f lo'-- or Go-FrL.
l.rn $r. Cu(llJ a/CO
To: VAIL VALLIY I4UDICAL CENTtill Joo No. 4 424 90 DATE: 1,0_.].0_90Attn: ltlr. Dan Fccncy DEnrrr181 lrrcstl*tca<lorv-;;i;" (tUE,V[D DALvREpoRTNo. sHEETl ot,2
Vail c0 816s7 illv i 5 ig$6 rNvorcc No.
PROJECI Vail V;r11cy lrlcdical Ccntcr l)irrki.rrg Str:ucturc, Vai.1, Color..rclo.
Third Level Floor Slab;
I]ATCI.I TICKET INFOIII/ATION:
supruEp hlestern l.lol;i lc rnucK o. 46
72,20 A.M.
nCXEr No. 5L5 MtX DESIGN No. 25 CU. yD.8
nuc lnnmD 7;52 A.M. IlE PLccED 7:3S A.lvl.
FIELD TLSTING INFORMATIONI
lrME rEr T r(ot 7:404M 3LUyP 4
JOO SPEClnCAnOtrs SLUUP
Nrr co rorr4.8 : wEI uHrT \\E'Gltt744.2
AIR COIITD|T tr w^r[n AoDo, AT SlrE
300-
s,^J,rP!-c TEM'', 630 ,tttt lE!t'.460p
CYLJN0En rNFORl,,{ Ttot,t:
Iro. oF ctlJpgr.ns (i crr nroar stzf (1tr I I ltt llM[ crltNorts cA5T B:00 A.lt{. wtut[ c^-'ir On-Si tc
Area
Slab
n[u nKs:
CURING INFORM/\TION:
INITUL CUtttr On-Site
D^TE srnrPPrD 10-1-1-90
D/\'lflnlrE AT t^&10-11 -90I loat cdRE-D srtlrurcE rlcrunL5 ::""uno cr
U/: A. Bathke
28A
2BA
28A
284
AJIfA(sa. fi.)
28,28
28.28
28.28
28.28
28.28
28.28
t)t l.tflrn([,rclrlj)
6. 00
6. 00
6.00
6.00
6.00
(r,00
coni-cal-
conical
coni ca I
conical
conical
coni ca I
5730
5600
7070
7180
7394
7180
162,000
l5B, 500
200, 000
203, 000
209 ,000
203, 000
10-t 7-90
10-17-90
11-7-90
11-7-90
11-7-90
11- 7-90
Itjts ttt utraauroflrt Ft rsrr|lnl ffif |rr rairxrtr^r4f. wrnr raft f]rrt lslv rrlllx]tti t,rlll= onll ttrYr:|: llolto
so|rt ltltAnl^llotl Otl llll5 lLsl nl\Ofll 11 1 lt( ll(t"'lDu) lll OlllLnS'
Sanplc taken at truck discharge.
A. Bathke
FIELD OI]SEIWEII
T. Laudick
APPROVI.D TT
------ Fishcr P.cccc Joltnson ArchitccLs,coPlts Attn' Mr. skip spcnsq;{gslsrn l,,robilc
G.E. Johnson Construction Co., Attn: NIr. .
.Jack'ltomas; Bicrbaclt Consulting linginccrs
, . t
.QhcntlNorthcnr,lna 'a.ElUDt l^glF... .Dl i<l'rlr.l.
REPORT OF CONCRETE TEST CYLINDER DATA
^3^Uun.{F[crvcTr'fm.i[r,Ti.Il|lF,nt,,r'd,itltvt'!t|tnltY,.rrs^,i(j|Di.|r'DA.rlr|r.,'.|lx',.w6|l''t'fY.rnn[ rr stltrrrt.rl cotErt'irt6 ot rxtnA:ts
4ou.tlnl, utrt l3s otl|ft rnrwsl.lrlroj lrt /L,m lo lo t|| s||rlltrt.
^ n*'{'- rt u.. I i'ittl-l o.-,o ot .o.n.6r..
..6 t!o, c!f,|IJA l/m
TO: VAIL VAI,LEY MEDICAL CENTI:II JOO NO. 4 424 90 DATE: 10-10-90Attn: Mr'. Dan Fccncy
181 lVcst trteadow Drivc DALY REPO|{T NO. SHIET 2 0l-' 2
Vai 1 CO 8165 7 tNVotcE No.
PRGJECT Vai I Vallcy l,,ledical Ccnter l)arki.ng StTucturc, Vai 1 , Colorado.
PLACEMENT LOC.AIION:Third Lcvel Floor Slab;
I]ATCI{ TICKET INFORI,TATION:
supruE1 lVcstern Mobi lc mucK tto. 114
ruE 0^rqrq) 8:25 A"M.
TICKET }IO.
nMf, lfinrvfD
516 Mx DEslcN M,. 25 cu, yD. 8
8:36 A.M.IluE PtrcED 8:45 A.M.
FIEI-O TEST]NG INFORMATION:
IUE rsr r,rr<ov 8:55AM stuup
JOo SPECtflCAnolrs SLUUP
5k rru. aln colrElfi 5.4: wrr uNr trypo r
tN.
^R
CoNTDn .l W^nin ADDTD Ar sn[
pcf. &UrI'LE TElJt,.
4 Col. nOIARKS:
58o A,lr rE!P.4 0o:
B @ 112 vdS
CYUNOEII INFOIII"|^TION:
lm. or c;yl Dlo[tis (t 6ntl1)Fl :ifzf (ttt x 72'l lrMl_ (;n tt,rofld; c. sT 9 : 10 A - lr.l - \tllrnli o\5r On-S j tc
CURING INFORL{AT|ON: I.lcated Area
lNllt L CUttE On-Site Ro-D sTonrcE rlctuTlrs Under Slab Mut./rr x. e\TEnuC AT t^LL0-11-90
n TE SIRlpp@ 10-11-90 tlr: A" Bathke nEuAnKs:
AGE
DAE
DAIE
TESIU)
TSIAL I.OAD(uE)t)t,^rnr'Jt(['rct|rJ)Nlr(sq. Ir.)
couP. -iln.
(r$D
Tn'[ oF
HtAgIUnE
cYUlrorrlwfrllrr(urs)
cftDrofn
utrrr wt]c| fr
(Pcr)
7B
7B
288
288
288
288
10-17-90
10-17-90
11-7-90
11-7-90
11-7-90
L1-7-90
174, 000
169, 5oo
215, ooo
208,000
216,000
21.6,000
6. 00
6. 00
6.00
6.00
6.00
6.00
28.28
28.28
28.25
28.28
28,28
28.28
6150
5990
76\A
7364
7644
7 640
conical
corLical
conical
conical
coni.c a 1
coni ca I
oFJrcN sTRfllclll 5000 t5r o 2n r) Ys
nJts lr urxtutotT/ Ft R./rl|il l,|t t,r r.rrvrtrv{f r!1rrl ra'q r,,/rrr { Aslu rrt,tlnltt ltlll:5 ollltjrrYl:c lloltD
5O!t lllQatuAtloll otl ltrr5 lLSl ,rtt\9arl rr^Y l{ ftt{.r/|0(o fi oll|Ur:.
PNOGNESS REPORT:Samplc takcn at truck discharge,
Fishcr P.cccc,Joltnson Arcltitccts,t"ttt Attn r Mr, Skip Spcns(;{sqlsrp lr,lo6.ilc
G.ll . Johnson Construction Co., Attn: Nlr-
Jack I'homas; llierbach Consulting littginccrs
A. Bathkc 'l'. Larrtl j.ck
FIELD OBSITNER APPROVED [ry
',,&lrr? I ^jl'F'rr ^^.1 t4tqtllrt.Chcn*Northcl'r'r,ln1 O
REPORT OF CONCRETE TEST CYLINDER DATA
To: VAIL VALLEv r,totanttn: Mr. Dan Fceney i{0V I I :l!t Jou No' 4 424 90 DATE: l'0-13-90
1Bl West lrlcaclow Dri.vc DALY REpOtil NO. SHEEI 1 OF 1
Vai I CO 81657 [{votcE No,
PROJECT Vai I Val.ley lr{crli ca I Cc'tcr I)a rki'g Str.ctrrrc , V. i I , Color.ndo.
PL cIMEN r Locli]oi*
Itral l on Line B from Linc 2.8 to 3.5;
I]ATCIJ IICKET TNFORInTION:
supruE4 l{cs tern Mobi lc
TtuE B TC UI
ncKff. No.01 2874 MV oESICH NO. CU, yO. g
nuc,rflRrvri 12:50 p.M. 'rluE pr,^cED 12:.55 p.14.
rnucx No. 119
12:34 P.M"
FIELD TESTING INFORMATION:
IluE TEsr T J(EN 1:10pM sLuup JL [{. Nn cornljrr.6 = ntt uNrr lvL}on147.8
Joo sPEclncrnotrs uuh=A_f:.I i9{qq3_-q ,tw^ru
^oDrD
AT srrE
pcf. S HI'LI Tf l'.
di G.tl. ROffKS:
650 AJtt rti.tt'.550p
49 at 7) v,l3_+*-+.+--f_
wl ttt[ c^sr On - Si tc
CYUNOER INFOlll"ti\l lotl:lro. oF c,"/t.ntD[Tt5 6 dl t l)Fn srzt-.-X(rt t t2,'rur c^r or,6 c-,sr 1:25 p.M.
CUNING INFORMTION:
lNtTt L cunE on-site RELD srOrW;E F CIUT|E5 cure Box M|N./M (. e\Tf,/nuc AT uIL10_15_g0
tArE smlPPm 10_15_90 Ff: s. urton REMfiXS:
AGE
IIAYS
oArE
IESIE)
Tqr l_ LO/\O
(uls)
t)rAMF:lD:t
(rlrclrcs)NIEA(:;a. Ir.)
couP, -51n.
(,s0
Tn'r oF
flr.AcJUtrc
crut{Dt:ll
v/Dor fr
(urs)
calllJot:nuflIr wrtc| rt(rcr)
28
28
28
2B
10-20-90
10-20-90
11- 10-90
11- 10-90
1t -10-90
1L-10-90
143,000
L42,000
i.71 , 00o
174,000
168,500
171. , 000
(r. 00
6. 00
6.00
6.00
6.00
(r.00
28.28
28.28
28.28
2[i.28
28.28
28.2{
5060
5030
6050
6150
5960
60 50
con/ sh ear
con/ shcar
con/ she ar
con/ shear
con/ shear
c on/shear
OESbN $rlfllcnl 4000 trst o 2d nA)T
rtjl:l lrt l^xn^lortY nl ll:arrlll rrr lrr r.r]r'rlrrr4t- f,lrr rr.r-t r,^|r t rllu ritlrntri Innl]3 ollll laaaaf- llolfo5o!t ll|l(rlu^llo'l ofl Ins tlsl l.U\Xt rr^t t'( flttM{)to rr o||tuli.
PROGRESS REPORT:
Fisher P.ccce .lohnson Architccts,ttttt- Attlr r Mr. Skip Spcnst;;g". g"r.n lrlolli lc
G.ll . Johnson Construction Co., Attn: l.tr'.
Jack l'homas; ll.icrbach Consulting linginccrs
S. Urton T. Lau rl i ck
FIELD OOSETryER APPRO!€D tI/
^i^ul]mr.!P'x'r'cTY}|m.lr[ls.l||,:'.r,Ftt,|od,'ttl|\^-!,||n7rY)fri,r{.!|'n.|r'nAtl||l.l)|'ltt|wFrnffnorr (r <rrrturrdst corn t,-iyrn on tyln,ra.lsaouttr.no uruJs ot|r,t ,,l wt tlluats tnt. ,aJn t.o lo [t yr{||||x:.
^ "'{, .. rrlilrrl-lc.-- .. .69drr-
a.F r5. Catt IJA t,/eo
. ClcnqlNorthcnr,Inc a
?.'r--.<..,Fi,
S.bt't 15 u;i,
'.f Eflrtt l.V!F'. q6n :.t-,tht.
REPORT OF CONCIITTE TEST CYLINDER DATA
To: VAIL vALLEy MDDICAL cENTr:ll Joo r'lo. 4 424 go DAT[: 10-23-90 |
At trr : l*'lr . Dan Fcc ncy I1Sl lrlcst trlcadow Drivc DAJLY REPOIIT NO. sftgl--T 1 0t.- 2
Vai I C0 81657 lwotc' No.
PRGJECT Vai I Valtcy trlctl i cal Cctrtcr l);rrkitr11 Structurc, Vail , Color:rclo.
PLAcEMENT Loc^IION:
Foundation Walls, Lines 3.8 to 4.2 and Lines E to G;
I ATCI{ TICKET INFORMATION:
sUpruER h,cs tcrn Mobi lc
lluE uArcJtg)
'llttcx N0. 54
8:46 A.M.
lfcxET llo. 0L2880 utx ocslct{ w. 23 cU. to. 8
nut ltlltrvrn 9:00 A.M. nuE PL^c@ 9:05 A.M.
FIELD TESTING INFORMATTON:
nuE IEsr T r(Ell 9:15 AM3LuuP 3%
JOO SP€CtnCAnOtts SLUUP
[i.
tlr,
^lll @l ElrT2 .9 : wl-r uMr lrucltr
Alt CoNrflrt _ _ .:l WAIUn IDDCD AT SffE
pcf. 5 {,LC rOrr,.71o Nll lurr'.33oF
tirl. llElt ftxs: g of 136 v;3
CYUNOE'I INTORMATIOI'I:trr. oF cmntDrns (t r:n [lt)Fn srTri (rrl x |2"'lrM[ (;n tNofl{s C,\5T 9 : 30 A "l'{\r'lrrjr[ c-^sr'.)n- S i tc
CU'IING INFORMTION:
lNnr L cUIttr On-Site RE-D sTotl.,rcE ctull6 Cure Box u[r.r/M4(. o 11;nlu[ AT u{4 10_24_90
tAtE sIRfPPft 70_24_90 ut: s. urton n
^,rK&
GE
DAIS
oAIf
IESIE)
toT l- r.0 t)
(rr]5)
| )t,^r.r f-] rtl
(rr.rcl rri)Nlt(sa. ur.)
cou". -51R.
(,'51)
t'n't: oFfll clulrc
cruNDtll
w[]? (r
(LIJ5)
crtllrDr-nu tt wll; (r
(rc})
7A
7A
284
2SA
281\
284
10-30-90
10-30-90
11-20-90
11-20-90
11- 20-90
11-20-90
121,000
J,23,00.0
6. 00
6. 00
6.00
6.00
6.00
6.00
28.2tl
28. 23
28.23
28.28
28.28
28.28
4280
4350
con/sp1it
con/spIit
oFstcN srRflr6nl 4000 r'sr o ?o rAYs
n5ni ra wtj'l^totTt nr rffrn||t rlr tt| ar.rxrolrr]t. rl r r.rinrDrt rrlu rrt-llx)tri tn( t:5 olllufil:'{ }lolto
:oqt olfulu^llox (,ll tllli lLJt lrtl\xl rAf l( l'fls\4utl r/ olllul:'
PROGIIESS REPORT:Concrcte was pl aced
Sample was takcn at
with :r pumpl
the punp hose.
- - --.-- Fishcr llcccc 'lolttlsotl Architccts ,coPlEs Attrr. lvtr:, Skip Spcns!;y6q16rrr Mobilc
G.ll . Johnson Construction Co., Atttr: lth'.
Jack I'homas ; llierbach Consul Ling Iittg itrccts
S. Urton l'. Lau cli ':kF|ILD OOSEJIVEII APPROITD tI/
rt|r,Unl.|if'lYcTr'.n'dr''rt.I||.Bhrtl'|Dd,,ta'|vl'\l|l.nrI{rnl..r'rf!n'|llDrYir. .r tf^rtn,rrr!! corElrnrrn on lYlriL,ts
lAunllllt lrr4r-lt on{l lnrw€(lual5 ,rll, LJrl l.o lo lll tlllllltlr:.
^ ,.-i.r' o. u.. I rj iTi-..l s"-- 6( coo.,,r-
..d 15. cut J^ a/eo
- ChcntrNorthcnr, I rrc.j
'?
'a.Ef f,rf f.rr.|-ir.,.1 :-.|?nht.
REPORT OF CONCRETE 'T[ST CYLINDER DATA
^3^Urnt!rr'.norcn'{mctr'Iil|tln'nt^'|o.||^.'ll9.\rt|'nlron|t^,'t:'|in!|ltDn.rx ar ifrrruTt.rt corrltri.t6 0r tlltf.ili.,ount ntt urtl.ts qltitl |^rwottruo3 l/|l- ,.,n11.o to tl| ttx||rtft.
^ R'6- Gr u.lilirile'-- d .r'r@r-
tr6 r.o. CutllJA ./eO
To: vAIL vAt,LEy MLDICAL cDNltjn Jorj No. 4 424 go DATE: 10_2s_90
n ttll: lvlr. Dlrn Fccncy
lSl tlrcst Mcadow Drivc DALY IIEPORT NO. SHCET 2 ll.' 2
Vai I CO 8l6i'7 tlwOtCE No.
PRGJECT Vai. I Vallcy lrlcrlical ccrrtcr l)rrrkirrll structrrrc. Vail, color:atlo.
PLACEMENT LOCA]tON:
Foundation l{alls, Lines E to G and Lines 3.8 to 4.Zl
rnucK ||o. 44
L1:43 A.M.
r'\TcH TrcKEr |NFOR|{AT|ON:
sUpruER l{cs tern Mobi lc
nuE tAtclt@
rcKcr No.o[2905
nuE lJlnvED 11 .S2
urx otf,lcN lro. 23 cu. YD g
A.M. llMEPl-,.ctD 11 :55A.M.
JOn SPECtflO{nO}ls
i.
tN.
Nn
AJR
FIELD TESTING INFOIIMATION:
lluE IEsr TA<E]I ll;QQpll5LUuP 3 cor{lulrs.3 ; wL-I uNlr wDG[r147.5
coNIUrl 3-S ;l WAIL-n AI)DCD Al SIIE
p€r. s^rPr-c ]LMp.73o Ar( lLur'.4ooF
6 C{rl. RE},q,rKs: g(r of 1 3(., vrl3SLUUI'g-4
CYLINDEII INFOII}IATION:ln. oF c,Yt, or,ns 6 cyl ptt)r 1 .r,t7t: (rrr x 12"lruE (;nnrDflrs c.i\5T
M|N,,/M J(. o :/nu[ ar ru10-24-90
CUIIING INFORMTION:
INIIUL CURE --_..-_.,.; RA, STOtUrcE rrcrLntl5
o^rE srRfPPFr 10-24-90 nr: S . Urton NLl/^'IX5:
ACE
I)^E
IUTElEsltI'IOI I- tO l'(uE)t)lAuFtt n
(rrrct|15) fi[A(so. ur.)
cour'. -51n.
0'5r)
]'n'r oFf CrU|lt:
gll lflr)f,l
IVLX;a I r(uE)
cftilrDcnu rr \tllc{ (r
(,\cr?
7B
7B
288
288
288
2BB
10-30-90
10-30-90
11-20-90
11-20-90
11-20-90
11- 20-90
113 , 000
111 , 000
6. 00
6. 00
6.00
(r. 00
6.00
6.00
28.28
28.2t1
28.28
28.28
25.28
?a ,)a
4000
5930
con/spli't
con/sp1it
oFsrcN sTREHc,Tll 4 000 P:,r o ?o rAYs
tur3 ua l^xtt^I0fi at nsaro{I ^rrt |lr A,r:()4irrr{t. rTnr tar.t rr^rr f l'.lu !}.llrrt,:i Inll155 oll(rr,l1]t tloltt)
3Ut lllt trt|r noll oll tllt; lL3t lrl.r\onl lr Y l!( tlt(,vlo(o trJ ollllrlS.
PROGNESS REPOT{T
Concrete was placed with a pump.
Sarnple was taken at the hose.
Fishcr llcccc Jollnsoll n rchitccts,t'-tt. Atttt r Mr'. Skip Spcns!;vsslsr-p DloSilc
G.l-1 . Johrtsotr Cotlstruction Co. , Attn: I'lt.
.lack'l'lromas; Ilicrbach Consultirlg linginccr':;
S. Urton 'l'. Latrd j' ck
I'IELD OOSE'{VEII N'PROVED I.JY
JOB NO.
2067
BIERBACH CONSULNNG ENGINEERS INC.
REPORT NO.
l9
FIELD OBSERVATION REPORT
JoB vAlL VALLEY HosPlrAL PARKING srRUcruRE DATE october 30. t990
CONTRACTOR G. E. Johnson Construcrion Compony TIME 2:00 A.M.
SUPERINTENDENT Jock Thomos TEMPERATURE 70
WORK OBSERVED:
I visited the site to review the woll reinforcing ot rhe following locotions:
o) Second lift southwest core.
b) Second lift grid line B wos portiolly instolled. Pilosler steel ond future
opening steel hod not been ploced.
The following wos nofed:
The 8-# 6 iomb bors shown in Sect. B/1/13 were not instolled.
The 8-#6 iomb bors shown in Sect. C/l/13 were nor insiolled.
The 8-#6 iomb bors shown in Sect. B/2/19 were not instolled.
The iontroctor is going to instoll hook bors ot the corners of the 2-#'l 0 bors
locoted obove the door openings. shown in section B/l/13 ond section
N1/13.
No other ilems were noted.
OBSERVER Michoel Goldstein
r)
2l
3)
4)
CE IUML,G€.1 , /ea< fu',ang /F/u€
Vail Valley t*"d @nter LcTTfr @F ]rRANsnnnrTAL
181 West Meadow Drive
Vail, Colorado 81657
303-476-2451
Town of Vail Bui'l ding Department
75 South Frontage Road
Vail. C0 81657
litc'0 NO\/ 1 919s0
TO
wE ARE SENDTNG YOU p
tr Shop drawings
tr Copy of letter
Attach€d E Under separate cover via
I Prints
! Change order
E Plans D Samples
the following items:
tr Specifications
F Concrete tpst rpculfs
OATE JO!t|O.
15 NOVEMBER 1990
Dan Stanek
Vail Valley Med'ical Center -
Parkinq Structure
Bierbach Engineering - 0bservation report
rHESE lu-AAflSurrreo 32.r,""P#SbAEl' Enli neeri ns -0bservation reilort
D For approval
d For your use
q As requested
E For raview and comment
tr FOR BIDS DUE
Approved as submitted
Approved as noted
Returned for corrections
E Resubmit_copies for approval
E Submit
-copies
for distribution
E Return
-corr€cted
prints
tr
!
C
I
19- tr PRINTS RETURNED AFTER LOAN TO US
REMARKS
.,nn.o, ?b0o\Lr€JCOPY TO
Ir.nclo.ut.. r.. not.. noa..t, kir,dty notiltt u..t onc.. Bfgnda HafpgT
Chen{lNorthcnr,Inc1)
F':"'l1/r0 REpoRT oF coNcRETE TEST cf,flhoEnl dAqm
irU',J 1 i 1990
{t^uUnu|'FotrgT('.IoqrrqiI[.r,nE^,|od|i3.tvr'Y!^rLn.'n.ns^,|tst,rTrt''Alnf..r'1.!nrlWrrnf{'|roro|mc|,f''Its.,,ll'rrml|,^m[no'.(rsl^lf!.Frs.,rEt|,.r'6onrrtF,A.Jsrniuon'tc^,r0|rf,oUfFt.|o.rI3FrRt5tllvtDPfrrol6oUnw|t||lf'|.'F|l('
aosnlf'-l, urnl3s olrrrt rnF^|qlaxnl lrt ,cit.fo m [r wFn|rrc.
^ n:rg- !. u.l ffi ".-. o, co.hr.l,-
aorrr Po. crrft|J^ a/eo
TO: VAIL VALLEY MEDICAL CENTER JOB NO. 4 424 gO DATE: g/28/go
Attn: Mr. Dan Feeney
191 West Meadow Drive DATLY REPOffi NO. SHEEII 0F 1
Vai 1 co 8165 7 rlrvolcE No.
PRO.IECT Vail Valley lvledical Center Parking Stmcture, Vail, Colorado.
PIACEMENT LoGATtoN: Foundation wa11s, Lines 3 to 4 on Line c and Line 3.5 to 4
between lines B and C;
BATCH TICKET INFORIV6]ION:
sUpruER Western Mobile ncKEr No912579 uo DEslcN No. 23 cu. lo. I
lrt{E B rcfiED 1:20 PM nuE i\RRwED 1:30 PM TIME ptrcs) 1:50 PM
TnrrcK No. 119
FIELD TESNNG NFORMATION:
lluE TEsr ru<an 2:05PIv1 st-uup 3 rH. arn com-m3.8:wEr uNr vrocrn 147.3pcr. sAr|ptr rorp.680 xn Torp.75o
JOB SPf,Clncanol{s SUrUp 0-4X. arn CoMrB\n 3-5 I WATB ADD@ AT sm iht. RAuRr(s
CYLJNOER INFORITATION:
Mt. oF c/lJNo€Rs 6 r,YUtJoER stzE 6tt x Iztl 'lrME GrllNDERs c,\sr 2z2O WI wHFtrE c^sT on-Site
CURING INFORI"IATION:
lN[uL cuRE on site naD sron 6E F/rctLmEs trailer MrN./M,u. o rEnuE AT r & 10/1/90
o^IE slnlppg) LO/L/9O nr: S. Urbon RE|^RK&
AGE
&\t5
OAIE
TES-IE)
TUTAL LOTD
(r.os)
DIA'{ETF-N
(rNcHES)^RFA(so. ur.)
couP. sTR.
(P5D
T/PE OF
FN,ACIURE
(l/L'NDER
WE'OHT(uts)
CI1JND€N
uNIr wnc|r
(Pcr)
7
7
28
28
28
28
1.0/s/e0
to/5/e0
L0/26/90
ro/26/90
LO/26/90
L0/26/eO
125,000
123, 000
166,500
167,000
163,000
170,000
6. 00
6.00
6.00
6.00
6.00
6.00
28,28
J9 )e
28.28
28.28
28.28
28.28
4420
4350
5890
5910
5780
6020.
conical
conical
con/ shear
con/split
con/shear
conica I
OESbN STREI.IGTH 4000 Psl O 2A D\\6
-. llJrs g|t |.^Ddulo(t n RJarlrrn rnf t]l ,atrrro{|: wrnl ArTr xirfi f asru lulntt:i In{ lJs ollllF'Ylt[ tlolfD
30uE lFrvu4lxlN oll llu3 llsr RtFonl u^Y t[ ftKr/ltx,o tt/ olllur3.
PROGRESS REPORI:Concrete was Purqled into the forms, sample was taken at the truck.
Fisher Reece Johnson Archi tects,uvrrLJ Attn: Mr. Skip Spensly.r1urn lulo6ilc
G.E. Johnson Construction Co., Attn: Mr.
Jack Thornas; Bierbach Consulting Engineers
S. Urton
FIELD OI]SERYER
T. Laudick
APPROVED TY
vailValley Ul|ca Center r#+frffpqmnmsnnrrrAL
TO
181 West Meadow Drive
Vail, Colorado 81657
303476-2451
Town of Vail Building Department
75 South Frontaqe Road
Vai'1 , C0 81657
wE ARE sENDTNG You 6
tr ShoP drawings
tr Copy of letter
Attachsd E Under ssparate cover via the following items:
! Samples tr SpecificationsE Prints
E Change order
! Plans
fl Test results
DAIC JO!tf o,
Nov^ 2l - lgg0
attENttoi
Dan Stanpk
REI
VVMC Parkinq Structure
coPtEs DATE NO.DESCRIPTION
1 10-18-90 Chen Nortern, Inc - concrete test results, 28 da.y strenqth
THESE ARE TRANSMITTED as checked
E For approval
E For your uso
E As requestod
E For rsview and commrnt
tr FOR BIOS DUE
tr Approved
! Approved
n Returned
as submitted
as notod
for corrections
tr
!
!
Resubmit-copies for approval
Submit
-copies
for distribution
Return-corr€cted prints
n
19- tr PRINTS RETURNED AFTER LOAN TO US
REMARKS
l, anclo.utaa rna not aa fio,.d, kindly notrty ua rt oaca.Brenda Harper
\-l rvl I \ I rvl tr l\Jt I t, t l l\,.
ou0., oF coNCn'rE 'rrsr .rrtuo ooro
4'aru|,l | ..J r.*. I nt4:ata|.|.
RtrcEfvED
Nol/ ? 1 $90
To: vn IL vALL[y t"ttiDIcAL c[NTtjl{ Jor.] No. 4 424 go DATrI: 10_18_90Attn: Mr. Dan l;cencyl8l lllcst lrtcadow Drivc DALY nEPOI{T NO. Sftl:ET I ot-'I
Vai I C0 81657 il.NOtCE NO.
PR0'JECT Vai I ValJcy l''tc tl ical ccrrtcr l)rrrki.n11 .structurc, Vail. colorlclo.
Walls, Level 3, Lines 2 to 2.S and Linc H to J:
tl TCl] ItcKEr NFOnMATTON:
suprugr lt,lcs tern Mobi 1c MU oEsrcN NO. CU. YD. g
p.M. lruE PtircED L2:20 p.M.
lnuc{ }ro. 104
11:51 A.M.
IlcKn No. 012867
nuE Nlllr\tr, 12:00
FIELD TLSTING INFORM^TION:
nME rEsT T XEN 12:25pM Sruup3 3/4u.t.^fir
mrrlurrs. 1 ; wLT uNtI wrjotl147.3
All CONlUrr4-8 Iw ltrt ADDII) AI srE
sirlpu turp.65o ,vtt ru.u'.60oF
C{tl. nEl?.,,r}(s: 24 of 37 vdr
CYLINOE'I INFOITI'\TION:
t|o. oF c;Yl ltlDrRs (r cn ttrrlrtr stzf (t" x l.2tt llut: (;'1t Dfl$ cA5T 11.ttrr D r, \tltDtE c,ur On-fii. tc
CUIIING INFOII}IATION:
lNn L CUnE On-Site
o^rE srRrPpED 10- 19- 90
Rq.D sron cE FAcrullEs
ur: S. Urton
TN'T OFt gtulrc
con/ shear
con/ shear
shear
con/ shear
con/ sh ear
sll e ar
7
28
28
28
28
trst o?o r}^\5
10-25- 90
10-25-90
11- 15 -90
1- 15-90
11-15-90
1-15-90
117,0 00
118, 000
15L,500
147, 000
152,000
150, 000
6. 00
6.00
(r,00
6.00
6.00
6 .00
28.28
28. 28
28.28
23.28
28.28
28. 28
4740
4180
5360
5200
5380
5310
ruls ttl wrquturr |.tft3.,un\ ,ttf lrr Lrrtrrr|rrq *rlrl ,^Frry'rnf rllu rif-llot|a tlllttj5 olllltrAr:{ tloltD
3oqt |r[() U rDn ()|t Il5 tl.5t |rU!fl| tl ? t( ffi{rvll[l, fi olllulS,
PNOGNESS REPORT:
Sample was taken frorn thc pump hose.
S. Itrron T. Laudj,ck
FIELD OUSEfWEII APPRO\€D t T
Fishcr Ilcccc .Jolrrtson Alclt ltccLs,t'-tt- Attrt t Mr:. Skip Spcns \ 1{651sr.rr golri lc
G . E , Johnson Cons tructi otr Co . , At tn : I'lr .
Jack'l'homas; llicrbach Corrsultirrg lJng.irtccrs
rt|vut!|{Foor'cTlt.|m6|l|.l3'l|trF,Fr:^,'od,|t1'|\^-\,|ln|tnn|!lrn|.:'|,rn!|||nA.il||r.4|'ld'rM|Fr..''|nl/fn4i .r qtrrturrrtt r.rr4ttrirr^ on ttl,r/413corrntnD urrr t-3.3 otlflt ,nfwFtl|Iuats t rt, t rrt t.o lo t'| $rl||Itc.
^ -r{, o. u.lrriiile.-- c Go.nF,*..
trd lrr. C![t tJA a/9O
Chcn0Northenr,hn I O' \ REpoRT oF coNCriETE TEST cyLTNDER DATA
' ^.attt 4 | ^lt .. . ^n4 a<t6t,11.
^t^r,Un1{F'x'wcIr'|lo6'''.l.t.l|tlF|'FtE|,|ool,,t..'|\|t-\,||n''nnr.:,'[''lnrl|l|rrA..tr|r.o''r[--frbF.r sarr!rt.rt cornrrin^ or rtltr.:lt
4(,unt.nt, lrrnl-lt orr|tl {rn^lt|ururlS !n l.JitLlt l0 |rl $ lll1|:.
r '-ir'- o. u,.l ilirile.t.- .r Go6r.r.r..
a.d rh. CrrCIIJA l/eo
To: VAIL vALLEy MDDICAL CINTLR Joo No. 4 424 90 DATE: 11-14-90 |Attn: Mr'. Dan Fccncy IlSl Wcst Mc'<Iow Drivc DAILY REPOI{T NO. SHEtrI 1 0l'- 4 I
Vai I CO 81657 ,NVOICE No.
PR0.JECT Vai. I Vallcy l''lctlical Ccnl.cf Itlrkirrlg St:rrrctlrrc, Vail, Color:ado.
PLACEMIN T LOC.AI ION:
Foundation ltlalls, Lcvel 3, Lines B to E on Grid Line A;
MTCII XCKET INFOR},(ATION:
supruFx ltlcstcrtt l.lobilc lnuc( uo. 11g '.KET
l.o'1 gITg Mlx DEslcN uo. 2j cu. to. g
llME 0AIClltD 11 :12 A.lll. nU[ lnltlvT, 11 :20. A;l\1.- TIME PLrcED 11:45 A.M.
FIEI,D TLSTING INFORM^TION:
lluE TrJr T r(Elt 12 : 00PM sLUUP
JOB SPECIFICJiIIONS sLT'MP
^1.
1A
|l1.
tN.
/\Jf r colnErrr 4 . 9; \rrT UNlr Wt]Cllr 747 .6 pcr.
^R
coNrElrr 3-sIWArLrl -o9 aa tg_____t
slrptc 'lLMP.6sop .,^ttt ruir-5gop .
tul' RMtEjRo .rf 1?R rr,l3
cruNoER lNronM^'iloN:
1rc. oF ti/l nlorRs 6 (,.n Ilr)Ftt st711 (rtr x l2rl ltMr cn tNl)Ffis O\57 12;15 P.M. mlmr
Insulatcd B.lanket,
lNruL cunE on-Site noj) sron^c[ F,rcrlnrtj Undcr Trailer ur]r./l.rA(. o Tf,/n!E r wr 11-15-9(
r,^lE sr8tppFl, 11-15-90 tn: A. Bathke nEu^rtxs:
AGEDls DATE
lEStI])
lgr l_ Io t(uE)
t)rAMt:l t:n(|l€l|[5)Nat(so. Ir.)couP. -5rn.
(,.1)
]'/I'E OF
f ttAcTUnc
cyl.llll)trt
lYucr rl(u5)
(;rulior:n
uNlr *'r)cr fr
(r,crJ
7A
284
2BA
2BA
28A
tr-2L-90
rL-21-90
12-12-90
t2-L2-90
t2-t2-90
t2-t2-90
110 , 000
107,500
6.00
6.00
(r.00
(r.00
6.00
6.00
28.2t1
28.28
28,28
28. 28
2s.28
28.28
3890
3800.
shear
shear
PSI o20 DA]TnrsnH snrltclll 4000
llJls tt, l^xtulqTl nl |t,.rrtnl rtr lll r.r:l)rtirrrf:1. filll rt't't f}rr t lllv u,-lrotr l|lnt:5 ollttJtlllSir lrclto
'Jortl lrllollrr^norl oll llllS ltst lltt\,ll u l llc |'firruu, uY olllLnS.
PR0GIIESS llEPOt{I: Concretc w;rs purnpcd into thc forms,
Sample was taken from thc pwnp discharge.
Fishcr llcccc .Iohltsoll Arcll itccts ,t"'tt Attutt Mr. Skip Spcnsl;1yqs19r.1 lrloSilc
G.ll . Johnson Collstl'uction Co., Attn: I'lr.
Jack'l'homas; llicrbach Consultirrg Iirtgirlccrs
S. Urton T. Laudick
TIEL.O OU5EJ{VER APPRO\ED TT
Chcn*Nortltct'tt,lttc I
DATA
ffit.'i|nr|,no||n..lt!l-!l||'llFrmj!^,r[:|l'n'tlr||At'rr.4''r|x'r|utl'to.!'rf'(rd,nq||tr.l:'\t,|oNxtl|l^tnx'nF|nqr.^.nor. f, slrltutlfrs cot r:t I tirt.r,iou,'rtnrl trln l-!! on|lt Mfurrl|Jullj lrtt.,aJnl.o lo lll trllllltt(:'
^ --i- d r\.llllll le-' .,. G..nFrr-
?.a l|o. Cu(r ll^ r/go
REPORT OF CONCIlITE TIST CYLI
o
I.IDER
',,afull. l.{rr' .nn r't-.rhr.
TO: VAIL VALLEY MIDICAL CI]N'fHl Joo l'lO. 4 424 90 DATE: 11-14-90
Attn: Mr. Dan l:cctlcY
lsl l{cst Nlcadow Drivc D iLY nEPollT No' SHEEf 2 ol'- 4
Vai I CO 81657 lwolcE No.
PROJECT Vai. l Val)ey l',lctli cal Ccntcr It:rrkitt11 St:rtrcttrrc, Vail, Coloratlo'
Second Lcvel, Connecti.on
Line 2 to 25r West.
with Existing Building,Structural Slab,
LincsBtoCand
I]ATCII TlCKtrt INFOTI}/ATION:
supruEn Wcstcrn l.lobi le rnucK 10. 54 TtcKEr Ng. 01 3186Mu DEsIGN M)- 25 cu. 1,D' 8
nuE BATqI@ 1:57 P.M. nuE NtttM:D 2:10 P.M. ' Ilt/E Ptitc@ 2:4O P't'l',
FIETD TTSTING INFORMATION:
lluE IIsr r r(tN 2 : 30 PII 3LUUP
JOO SPECnCAnOI|S SLUUP
Nlt colltt'{T 4 . 6: ttt-f u}ltl wr]cltf 145 . 3 Pcf's,7111ptc TEMr,. 62oFxR lurt,65oF
Alt CoMrElrr 1- qf WA'E'I ADDFI AT strE
CYLJNOEll INF OllL!\llofl:
tto. oF c.u ntoFTts (t rirl tttt)Ftt stTr 6'r x |2"wltr.JrE crr;T 0n - si tC
CUIIING INFORI{ATION:
INIII L cunE On-Site
o tE srRlPPs, 11-15-90.
Flo,D 5-loltf6E l' cllnltS
trt: S. Urton
Curc Box o/ilrnluE Ar wr 11- 15-9
TT"E OF
Hr.Acrullc
con/ she ar
shear
coup. -51n.
(r5DNILA(ro. tll.)
23.28
2,\,28
2rj.28
2[t.28
28.28
28.28
6. 00
6. 00
6.00
(r.00
6.00
6.00
7B
78
288
2BB
288
28B
123,000
118 , 500
11- 21-90
11- 21-90
L2-L2-90
72-72-90
12-12-90
72-12-90
4000 Psr o 70 rI^15
ruls tt/ wxrurofir Fl r:.,.rrnl ,,|r lr, rrri(xl|l"r-.r' i'T lrl "r'l ry''|t t lllv rrlllntt' In{ 1f,3 ollttJriE{ llolfo
rctrt ltttulu llotl oti iitl: tr:ir trttrxt lr47 tt( mo\al(D rY olllt''I3'
PlloGREss RtPoRr: Test rvas takcn bcfo.e thc addition of supcr plasticizcr.
Samplc was takcn at thc truck discharge.
S. Urton ' T' Laudick
I.IELD OOSIJWEII APPROIED TT
Fishct' llcccc .lolrttsolt ArcltitccLs 'coPlEs Attr' Mr. skip spc^st;11".1.rn Nlo5ilc
G .li. Johrtsotr Constrrrction Co. , Attn: Ilr '
Jack'l'homas; llicrbach ConsulLing linginccl's
Chcn$Northcnr,Inc I '.,Elf,ht f .{LF,. ^,.1 iat-.r,.r.
REPORT OF CONCIIITI TEST CYLI DATA
^<^v|n!l{.'r'rcTr'|Ionr',r:'.l||f'i|nt,,|o.t',t<lt\'..!,tlnl'!orlrtrn[:'|'r|{rtr|ninr. aF \t^ttrratrts
tovrlt ftt, ur4t-t! otl(t ,nn^,rd!u'|5 |,rl. |.JnLo ro [r r|trrlll|.;.
^ E*F, 6. rr. I il iiil r,-- .. .oor..,-
rra a. cuct tJ r/eo
o
NDER
I
T0; VAIL vALLly I,IIDICAL cljNltjl{ Jou l.lo. 4 424 90 DATE: 1.1-14-90
nttn: Mr. llan l;ccncy
l6f lVcst lrlcatlow Drivc DAILY IIEPORT NO. sllEL-T 3 Ol' 4
Vai I CO 81657 *.NotcE t,o.
PROJECT Vai. l Vallcy ltlctlj ca I Ccntcl: l';rrkirr11 Sll'ucturc, Vai1, Coloraclo-
PLNCEMLNT LOCAIION:Structural S lab,
LinesBtoCand
Level, Connection
to 25 | lrlest.
wi.th Existing Building,Scconcl
Line 2
[r Tcl-l TtcKEr tNFolil"{ATt0N:
supruEn lvcstcrn l-fobilc tnrrcK ilo. 49 TlcKEr No.01 glg8Mlx Drf,lcN lK). zs cu. yD. 8
nME II TcJttD 2:46 P.\1. nM[ lrtttrvt,D 3:00 P.M. TluE Pt-ActD 3:30 P.ll.
fl EtD Ttsnt tc lllFoitl,rATtol.lt
r|UE 16r TXEN 3:45 Pll 3LUUP 9
JOO SPEClflCrIlOlls ltLNuP 2-4
tH. Nn COtltEllr 4.2= rtE UHtr Wrlcl lf t47 .3pcl.
lll. Afl COI{lrJr 1- 5 I WAIEn ADDED AI S'IE
s^rlPLf rcMP. 650F an 1lrrP550F.
C<tt. nO'L{tXs: 32 Of 48 yd,s
CYLJNDER INFOII},{^TION:
'|o.
oF c,Yl ,t|ocn5 a .-in l{)r,t srzr'' 6"l'Jtl tlu[ cn lrrl)rfis c'rSf 4:00 P.lr,l. wltBE c-t'I on-Sitc
CUNING INFOITIIATION:
rNrIuL cunE on-site
rr^lE srRrPPF-D 11-.15 - 90
MrN./t{N(.MrLrtuf, ar r,ur 11-15-9Cno_D 5IOll,16E r.lcllnlts
Of: S. Urton
Curc Box
nEl!\llxs:
AGE
DATT
I) IE
IESTTI'
lgl l. t.(} .1)
(ur3)
|)t^l.rfl rn
(rlrclrl-5)Nu.^(s. rr.)
couP. -51n.
(r'5l)
Tr't'C OFtrt ctun€
CYLINI)flI
WIII IT(u]3)
cftlllo{-n
ur{tr w:rcr lr(rcrl
7C
L2C
28C
28C
28C
tL-2I-90
11- 21-90
11- 26-90
72-72-94
lr2-12-eo
lr 2- r 2-eo
lr l- t ,l-or't
144 ,000
140,000
158,000
6. 00
6.00
6.00
(r .00
6.00
6.OO
28. 28
2t\.28
28. 28
28.28
28.28
?8 .24
1R
'R
5090
4950
5590
con/split
conlsplit
shear
4000 Psl o 26 rl^f,iorsnNsTRfllcilll
tlJrs t]/ wxtt^to{ry rt rl.-d|'rr | .rrr rrr r.,i:r).rt]rrr,t qrtll rtt'tr],rf ltlu lt.lrntti lxlll= olllljrfl:'t- lloltD
iorrt lftloll! lrcll oll llltf lt:il In.l\rll UAY llc l&{,r'tl)u, rY oll|LnS.
PIIOGIiESS IiEPOKI: Test was takcn aftcr t1c acldition of super plasticizcr.
Sarnplc was taken at thc truck discharge.
Fishcr llcccc .Jollnsotr AlcltitccLs,coPlEs Attn. I'lr. Skip Spcns{lyc=xsr.n l'lobilc
G.ll . Johnsotl Constl'ucf iolt Co., ALtrt: l'lr.
,Iack T'homas; llicrbach Consultilrg liltginccrs
S . Ul'ton 'l'. Lau di ck
I;IILD OOSEf{VER APPRO\tD iN'
..L
.t
lten€Northern.lnc Gdrrtht L.ilt -r ci i.L{lt
REPORT OF CONCRETE PI.A,CEMENT OBSERVATIONS
,-. VAIL VALLUY TIEDICAL CLNTIR
Attn: Mr. Dan Fceney
181 West lvleadow Drive
Vai1 CO 81657
JE9IECT Vail valley Meclical ccntcr l'arking
JOB NO. 4 424 9A DATe 11-14-90
DAILY REPORT NO. SHEET 4 OF
lt'{votcE No.
Structurq, Vail, Colorado
Western sPErEAIpn* SLUllP 2tt-4tt lJfl coilIEl\fi 4%-8%
EJPPUa M.bile rlx t.o #22 Arso{r rarp€R rune nlrcE2so - 4soF.
rEsrt{r.rruq(
1.II
no(Er
NO.
Ttu€
SATCHEI)
lluE
AnnryED
IU€
S ltlPt g)
RA/OU'IpN
@IJI{IERtroN
RE\O(XIION
@ulnEn
couPLEtK)t{
CI'EC YIRE
t-oAJ/
CUUUIAIIVE
WAIER A{D@
c{ll.or|s
I
2
3
4
5
100
40
180
54
119
01 3159
0t 3t62
oL 3L64
01 3165
01 3168
7:04 AI\l
7:38 AM
8:00 AItl
8:25 AM
8:57 AM
7:28 l["l
7:50 AM
8:15 Al4
B:40 AM
9: 15 AIrl
As Req
As Req
As Rcq
As Req
As Req
As Req
As Req
As Req
As Req
As Req
8/ r2B
L6/ t28
24/r2B
s2/t28
40/r28
10
5
5
5
6
tEsr
tl(L
slJJlf
(o&)
A'R
conrExr(r)
IET UNTT
tEJCtff(Fcf)YIEI)
@.ICREIE.IET'PE-
R^IURf
cF)
Rfra^fu(s
1
2
3
4
5
s s/4
4
s r/2
s r/2
PROGRESS REPORT Samples for slump only werc takcn from the truck discharge.
I;isher llcccc ti Jollnson ArEIiitCcti,
COPIES 19s11 ; lvtr. Skip Spcnst;G,[. Johnson Construction, Attn: Mr. J:rckThonas; Bierbach Consultinglinginccrs;
Itles tern Mobi le:
S. Urton T. Laudick
FIE.D OBSEfVER APPRWED FT
lal54{!!q!c|!!t to cltxlrt. Ilf 7!rrE |,f, s,rrt!?l al rrt(rnt |,tf llrtrTrtD a! rrE @rrfxlur. rn('rfrTy c'qr d f}.If,, lro rrnrrtrzam{ mi FrnEFI!r' o{ r<I^rrr.r}'rl c"crrrqt|tl rr mrucrs rrorr rn rfc^.t('o g,tt t !?lls 6 rxvt pt}oa{t cr rnlDt lrpRo/A- slt 'tE ru 0E D€wttx of tfltx r6T}E Ecoat.fll! t'r.t.st gnt ,a!.,5axlt ,,I rqttl.o To ]t ]r!tt{t
A n-ti- ., u. [TjiH-'l r-. .l ..n!cr-
fr.r rb. CUt'l lao l,/ao
Chcni)Norlhsrll, |1tco 'a'elu,t l.grb,r .n.l kl-'lhl.
REPORT OF CONCRITE TEST CYLINDER DATA
TO: VAII, VAI,LI]Y NtljDICAL CENTIIII
nttn: Mr'. Dan Fccncy
181 ltlcst lrtcadow Drivc
Vai I C0 81657
PROTECT Vai I Valley tr,lctli cal Ccnter
JOo l,lo. 4 ,124 90 DATE: t1_8_90
DNLY nEfrOt{T No. st.t[L-T 1 0t'
ilwotcE l.|o.
l'alk irrg Structrlrc, Viril, Colot.ldo.
PLACEMINT LOC.AIION:Line B,Wal1, Second Lift;
INFORI{ATION NOT AVAII,ABLE
lnucK o.
tI TCtl 'flCKEr tNFORtr,tATtON:
sUpruER I'lcstern Mobi le
IME IAIl|Iq)
ItcKEr t|o.
nuE llltrfvtD
_Mtx-oEstc No.cu. Yo.
TIUE Pl,/cCED
tN. AR coNToIT I WAIEN ADDCD AI 5''E
,r.
^Jn
.orrEln iNF9ffiT,lP\try"gr AVAI L$PlEs,^r,'r,rr tr'p./\Jfi lEJrr,.
' Col. RAU^'(S:
TIELD ILSflNG INTORMATTON:
llUE TET TA'(E'{ 5LUUP
JOO SPEC|nCAnOITS SLUUP
CYUNOEII INf ORI,,{A'[ION:
lxr. oF cnJtDE ts (r en nrorn srzr (rtr x |2tt nur t;nuortrs c-AsT _ wtfjlr c-arr On-Sitc
CU'IING INFORIJATION:
lNlluL cutlB On-Site RE-rl srolt^cE F/tctunls ulN.r/MA(. o rE,/nuc Ar trrl.ll-g-go
0ArE srnlPPFt 1 1 _9_q0 (I1: S - I jrton ntu ,tX*
AGE
1AYS
DAIE
rEs'rE
T('rrt LolD(uE)t)nsol n(llcl rrs)NI[A
(54. H.)
couP..fin.
(r€l)
Tn'r oF
UCTUITC
cnrlllrF l
wrjol rr
(urs)
cnrrDt.n
ulrtr wltcr (r
(r'cf)
7
28
28
28
28
11-15-90
11-15-90
]-2-6-90
12-6-90
12-6-90
72-6-90
l.19 ,000
117,000
157, 000
159,000
145 r000
151 , 500
6. 00
:
6. 00
6.00
6. 00
6.00
6.00
28.2t1
28.28
28.28
28.28
28.28
211.28
42L0
4L40
555U
5620
5130
5360
shear
con/ shear
con/ shear
con/ shear
con/ shear
con/ shcar
OFJICN STR€}IGTTI 4000 ttr o 2n oAYs
n.snl l'/ L{rn^lottY at rsrrorn ,'|a |'r L/rxr|wrl i/ rt rFir/|raf r<tu !a.tlnl6 tn4lis ollllrl'lif tlolto
:o!t !||0n! tK)l| o{ |ln5 tlst lrtlt{ u r t!- trtl.'4r(D ItY olllulS.
PROGIIESS REPORT:
Fishcr P.cccc Joltnson Arcltitccts,\'urlLr n ttr Mr. Skip Spcns!;ys51sr' lrlo6i lc
G.ll . Johnson Construction Co., Attn: Ilr.
Jack'l'hornas; llierbach Consulting Iinginccrs
S. Urton 'l'. Laudick
FIELD O[]s['{VE'I APPROIED tIY
Al^r,i'|W'nr'f6rfonr'Jrt.n|.Ft'nE,{'G,t1'|vt.l'ltlnl'\dtls!rl3|nit|!|l'At!||f.'|i!x'.|w't|('t[r'o..l|c||l'fi\rl.'..'<l^|t|t.'.f:'co'€t|nY'6o''nn|c|tl'nu.n,||.:^,,'''ol,nf|.,\'rr.i
aov,ll.lttt lrn 153 otl{t ,n,l4<raruatJ rrr_ LJrt tt lo t $_||I|'rc.
a .-'l', .. u- | iili-le.-- .. .cro.r-
..ai r... c!(rlJ^ a/eo
Vail Valley fli""l Center LETTfr @F TRANSNflOT'TAL
'181 West Meadow Drive
Vail, Colorado 81657
303-476-2451
Town of Vail Buildinq Department
75 (Outh Frontege Road
Vail, C0 81657
WE ARE SENDING YOU fi
tr Shop drawings
D Copy of letter
Attached D Under separate
tr Prints
E Change order
cover vta
D Samples
the following items:
! Specifications! Plans
)ECnncrete data
JOa NO.
25 0ctober 1990
Dan Stanek
FE'
Vail Vallpv Mpdiral Center -
Pa rki no Strrrcture
coPlEs DATE NO.DESCRIPTION
9-19-90 Chen Northern, Inc. - concrete test results, 28 day strength
I 9-21-90 Chen Northern, Inc. - concrete test results' 28 day strength
1 10-10-90 Chen Northern, Inc. - concrete test results, 7 day strength
THESE ARE
tr
tr
b
tr
tr
TRANSMITTED
For approval
For your use
As reguested
as checked below:
D Approved
E Approved
C Returned
as submitted
as noted
for corrections
!
tr
tr
Resubmit-copies for approval
Submit
-copies
for distribution
Return
-
corrected prints
For review and comment U
FOR BIDS DUE 19- tr PRINTS RETURNED AFTER LOAN TO US
REMARKS
SIGNED:
COPY TO
lt .nclo3u..a !.a not ra noa.d, lindlyt notift ur .t onca.
ChcndNorthcl'n, h5
TO: VAIL
Attn:
181
Vai 1
PRG'ECT
I}\TCH TICKET INFORIT^IION:
supruEn $icstcrn Mobi lc
NUE TATc|Iq)
FIELD TESIING INFORMATION:
TluE TEST T XEll3:40 pn SLUMp 3
too sPEcmc^notrs suruP
CYLJNOEII INFORI'\TION:
trc. oF c,Yt lttoFJrs 6 rm ntoElt srzr
CURING INFORIGTION:
lNrnL cune On site
rurE srRrPpeo 9-20-90
VALLIY MIDICAL CEN]]jR
Mr'. Dan Fccncy
Wcst Mcadow Drivc
co 81657
REPORT OF CONCRETE TEST C
fr.t. NB @rnE'rr4.0:wrr uNr wLlcl Ir I47.7p"t. sArlpLE ]unr,.
lN. IJR COMrElff 4-6 I wArfn ADDCD AT stIE (hl. nEU rtl(*
(ttt x I2'l llul- Cn.lltDrl$ c-aiT 3:55
OESrcN slRF.NGnt 4OOO PSt o 20 DA\5
fi51: rY t^rc.urotw ry n.Gr.rfnt lna Dl rrrr orr|if rTnt lrn r.rnt ralu t,f.rlnttS Innl- olllrrlll1:l: tlollD.JoUi |l|l o,t{anor| otl lltts tt5l mr.ofll uA, tf lt(wtlxl, !r oll(Jr:.
Concrete was sanpled frcrn t}le hose of the purp.
S. Urton
RELD OI]SEfWER
|sAU|mrtln'r'clr,.todr'f1l|fF'nE'o(|'|n.|\''\r|lnl'Y'fr3,'(l|,ntn|r]DA.iIf.'o''rr||rn^t't|.,!|?.Y(rrrn'ffrn^t'l,'''r\cnrl]||'.ir'non'x|'tr..t!'nou.'.|n|c,,''tfloUnnlFtli
10u.1t.|l|, t ||tl,ls orlt,t frMrqirons ltf. r.rrr r_o to lr sHnflr:.
^ ',n,- .. rxl rlirilo'-. or G6F,ir.
,rFr ||r. CrrtllJ^ a/9O
o
YLI
Vai I Va11ey llcdical Ccntcr Pnrki.ns Structurc Vai1. Colorado.
Foundation waIl, Lines 2.5 to 3.5 on Line c and Line c to E.g cn Line
lnucK uo. 49
2:49 pn
nt]-o sronAcE F/clunES
$f: S. Urton
JO8 l.lo. 4 424 90
DAILY REPOI{T NO.
INVOICE NO.
IICKET llo. 012375 MrX DEstcN r.ro.
nME AIR|\trD 3: 00 rrn TluE
In building Mtrt.,/rux.
RElr fiK*
' ^.'Jtlln1 | aat*..r nn t :t:t'nbt.
NDER DATA RFCEIVET)
ocT 2 4 1990
DAI'E: 9-1.9-90
sHEEr 1 0r-' l-
23
PLTCED
CU. \O, B
3:30
70 AJrr TE!t'. 65
3
\|/rtFJtE G/.rr 0n_Si tc
o rE/rrlt€ r r,,\j! 9-20-90
T. Laudick
APPROVED IX'
(AIE
IESIED
9-26-90
9-26-90
1.0-L7-90
10-17-90
10-17-90
l-0-17-90
28
28
28
28
125,500
128,000
165,000
158, 000
160,500
r59,000
6. 00
6. 00
6.00
6.00
6.00
6.00
4440
4530
sB30
5590
f,bUU
5620
con/shear
conical
qorLica]-
conical
c13nical
conical
28.28
28.28
28.28
28.28
28.28
28-28
Fishcr P.cccc Johnson Architccts,ttt't- Attn: Nlr:. Skip SpcnsQy1tsq1sr1 lr1oSilc
G . U . Johnson Cons ttuction Co. , n ttll: Nlr.
Jack Thomas; lliclbach Consulting Enginccrs
Chcnt]Northcnr,Ina
TO: VAIL
Attn:
181
Vai I
PRq.JECT
[TATCII TICKET NFORI,{ATION:
supruER lVcstcrn Mobi lc
TIME IIATC|{ED
VALLEY MEDICAL CENTTR
Mr. Dan l"ccncy
lllcst lt'lcadow Drivc
co 81657
toN:
o
YLIN
0cT ? q 1990
Joo }lO. 4 424 90 DATE: 9-2I-9O
DALY REPOI1T NO. sHEfi 1 OF
twolcE No.
Vail Valle Itlcdic:r I Ccntcr Pa rk.i nt! Strtrcturc, Vai 1 , Colo::u.do.
Walls, Second Lift, Lines G to H, Lile 2 Eo 2.5;
rnucx rro. 104
I2224 P.l,tL.
REPORT OF CONCRETE TEST
ncKEr No012450
nu[ mnrvtD 12:35
' arh|rrrl' l-rlEr .n4 i.t-rFr.
nr:o nAf
^.,Lt\ r'"\rA REDEIl/trn
ux ourcx rp. 23 cu. YD.
P.M. nuE Pt,cE) 12:40
8
DM
FIELD TESTING INFORMATION:
luE rtsr uxor 12:50PM sr-uue 1!NR corflElaT 2.42 v€j uNrT wuct lr I49 .'7 pct.
^n
CoMIDIT 4-6.tw IEn AOou) AI sm
slJ,rPLE TElrP. 70o AJlr '*r.131;
CYUNOEII INFORI,(^TION:lrl. oF cr1jxo€Rs 6 cYl lltorn :;tzti (rrr x 12"' Ut: Cn.INOIRS OL5T 1 : 05 P.M. wltg[ o\sr On - S j. tc
CURING INFOR}"IATION:
INITAL CUttEt on-site F|E_D 5toru6E F/AC|UI|j Shaded Mt .,/M X. O ]L,rtlxe Af ]utL g-22_go
UAIE SIRIPP€D 9-22-90 {ry: S. Urton RE}I nx&
TTPE OF
HUgIUnl:
conical
conical
conical
conical
,IfA
54. [,r.)
28.28
28.28
28.28
28 -28
28,28
28.28
43s0
4690
5940
5700
5800
5750
6.00
6.00
6.00
6.00
6.00
6.00
7
28
28
28
28
9-28-90
9-28-90
10-1,9-90
10-19-90
r0-1,9-90
10-19-90
123, 000
132, 500
168, 000
161,000
164, 000
162,500
Fishcr I'Lcccc Joltnsolt Arcltitccts,uurrLr Attn : Mr. Sk ip Spcns!1g.51sr1 lrloSi lc
G .ll . Johnson Constrrrction Co . , Attn : I\lr '
.Iack'flromas; Bicrbach Consultitrg lingirtccrs
oF.stcN sTR0J6lll 4000 Pst 0?6 DAE
rJ wxtt^loltY lll mo?nrl lna |tr ri|rrxrtwr.f finl lt!'!|r.rrt f l{lr' rrf.llntt'i In||l:r5 otlllJ..lic
3orf lllfollu lloll (rll lln5 ll5l tll.lloflt ll^Y t{ tll{Ml{l} ul olllul5.
Concrete was ptlrped. Salple was taken frcrn pturgr hose.
'lottD
S. Urbon
NELD ODSERVEII
T, Laudick
APPRO\ED B^T
r3^vtm|{F'i'''6Y'|Io.|''IJs.l||lir|nE^,|od,,F'tvl3-/||nr'ntrsririt'^.tllnArin|.r4''ro(|rlul.t''r''lnwf,rno{.r.nlr!''.tsc.t|clt'.ir'Eon'xl',.ls|?nrr.{|ct,|ir4o,nur'..f..d,.ili']
aount.ttl) urnlJs on|lt |nn r{tluoi lrlt- raril l.o lo 0l rHlllrx;.
^
r'.ri-.. *lllirD*.{ co6F6l.
r''i .... ctrct IJA a/oo
REPORT OF CONCRETE TEST C
't.arlr{ I ^gr'F,t nn.l kt-'rhr.
DtrnFll/rnNc-D hAf A I\LL.ur-t\ l.,/",t I A
BCT ',t + isgtl
o
YLIN
vAr,L[Y MnDICAL Cr]N'ftiR
It'h:. l)an l:ccncy
Itlcst ltlcadow Drivc
co 81657
JOO NO. 4 424 90
DALY REPOIIT NO.
INVOICE NO.
DATE: L0-10-90
SHEETI. OI:2
oEsrclt l.to. 25 cu. .o,B
TluE Pt-rc@ 7:35 A.lrl.
Vail Vallcy l,|cd j cal Cclrtcr lrltr.k i.rrg Stnrctrrr.c ,V:r i. I . Col olado .
ON:Thirci Lcvel Floor Slab;
Lt^Tct-t TIcKL-r TNFORMTION:
SUt'ruER $/cstcrn l'lobi 1c
nuE BArct tu)
FIELD TESTING INFORMATION:
Tlu€ IEr I XEJ.| 7:404M 3LUup 4
JOo SPEC|nCAnO||S suruP
rnuq( ilo. 46
7:20 A.lrl.
H. Nn @rffo{r4. B
IN. AR CONTIITT
TlcXEr.lo.
_ 515 MX
nue ,^r rvED 7 z32 .A.M.
: wlT UNIT vtDctlt 144 .2 pcl.
I WATEN ADDCD AI SITE
SAIIPLI TEUP.
G,l. nElWlKS:
,ChcnONortlicnr,In1
TO: VAIL
nttn:
lBl
Vai 1
PRqJECT
^t^Uu't!A|'Prq'ctY'|loct|l'4.l.D|.F|'F|rDho|,i<'|\^-.t||nf^rnrst,l'3thr!rri.' ltr||".o''rt)|',|nor. ar ir^rtytt.rs carr.t t r.i$6 on rllrA:ts
4OU,.lJ.nl' Ur,|Irl Otlrtr ran rroa|,DnJ !r. l.,nt t.o lo tl| vrn[rrxt.
^
8n,., rrliliiile-.n or G..iFrr-
..d .lo. Ct EtlJ l/m
300-
630 ,lrt IE!tt'.46op
j
CYL'NDER |NFORL{Anor.t:
lro. oF cjyl.ntoF.fi:i (r cn nront srzt_- (ttt x l2tt ru[ cnttDnm c,ajT 8:00 A.lr{. wtuu-- c.^sl On-Sitc
cuRlNG tr.tFoRl,{ATtoN:
tNlrul cuntr on-Site REL0 flon
^6E
FtcruT]EJ llcatcd Area; Undcr Slab Mlll''/M X' o ltnluc Ar Lu!L0-11-90
oAlE srnrPp[D 10-11-90 t]r: A. Bathke nul ,lKs:
cour. -5In.
(t5l)
cft|lrocnulrtl wltcrtr(rcf)
N'I,/\
50. [r.)
28.28
28.28
28.2a
28.28
28.28
28.28
284
284
284
28A
10- 17-90
10-17-90
11-7-90
11-7-90
1L - 7-90
11-7-90
152,000
r58.500
corlical
conical
6. 00
6.00
6.00
6.00
6.00
(r.00
llnl I'/ lrltqurolw Ft lL/rDlll rrla Dr rrlrt|tr^t|(l ?rnr..fttr.^,rf l<lu nf,Ilrrtti llrxl= Ollllja'Ylilf- trolto
5olrf [||utrat|o'| o Inj ttst ,(r'ont rl^y t( t.r(l.lo(o trY ollllnS,
Sarnplc taken at truck discharge.
A. Bathke T. l,autlick
FIELD OI]5[rN/EII APPROVED t T
Fisher P.cccc .Iohnson Arclritccts,t"'t- Attnt Mr. Skip SpcnsQl{sqlsrn Mo5ilcG.E. Johnson Cor.lsttuction Co., nttn: I\lr'.
.I:rck Thomas; [].icrbaclt Consulting linginccrs
_ ChcrtdlNor'Lhcrn,lna
TO: VAIL VAI,I,EY MI]DICAL CENTI]I{Attn: Mr. Dan Fcency
1Bl lVcst l'lcadow Drivc
Vai I CO B1657
llME 0ATCIg)
lt a ul'|tlq m{lllrclrra m al rr4.t, ntl nln E rr|onorr n rrrtt|,t'l?l' aorrl trir.t6 on txtrrcls rtr|u4ou6arrD urrt r.al orr|.t rnrw|ot l.rtr4 s f,|'. /c,trIo
^ arn,.' .r ,-l iiiiTl o,-- .r ...!r!..r..
..rn 1|o. cu(llJ ./eo
REPORT OF CONCRETE TEST CYLINDER DATA
'a,Rllr.1 | ^glF'. .nn ,<l?!lht.
DATE: 10-10-90
SHEET 2 OF 2
JO0 NO. 4 424 90
DALY REPOIil NO.
rwotcE No.
strrrtrrrtt ar lrr aorr|otrrtul atrt! nrY (r drn cl,|rns.E nt.-r[rM t, lttroxf; orrn n|ntltlr Arrftrrvrt- .'.^rr|'l | :.r lf4l-
PROJECT Vai. 1 Va l.1ey l.,lcdic:r I Cctrtct. I'rrrki ng St ructtr rc , Vai I Co I olatlo .
Third Levcl. Floor Slab;
[rATCt.t TtcKEr INFORMAT|ON:
supruEn l{cstern Mobi lc
loN:
rnucx no. 114 ttcKET M,. 516 Mu oEstcn tlo. 2s cu. m. 8
8:25 A.M. nuE NrnrvT, 8:36 A,M. TtLtE pLrcs) g:45 A.lrl.
dtilr r !t-! {f nTtY|.lrr ritn4 rt Grrrfi||rl otrn nt t.,(rllllo It h.|||||ll:.
,rto ,tllrtxrtl^talrt tr\l t\rtlt f^-
||l: (n?{r,l o or lrtrfi tlftt r: tr
FIELD TESI]NG INFORM^TION:
TIME rET Tlr(ot 8:55AM 31uyp
JOo SPEC|nCAnONS suruP
5k ur. arn coluErfi 5.4: wrr uNff wEro rr
r,v. AR coNTE}rT ;E W^tfn ADDg, AI srE
pct. S/\ljplf rcup. 58o Atl rDtP.40ol
tlo. oF c;yl.tttDfTts (r c,r lrrrlnr st;r 6rr y I 2ri ltMr: cn llrrrrr:; c,,.sT o .urr'rr cJ:;T On -.S i tc
CURINC INFORI,,{ATION: , , lleatcd Are'
lNtnAL cune On-Site EELD srori^cE r'lctullLs Undcr slab Mpr,//lr\x. o'n:/111E Ar L,$.10-11-g0
tr^rE srntppFl) 10-11-90 Fr: A" Bathke nuJ uKs:
ID
7B
288
288
2BB
288
loT L ro t)(us)
174, 000
169,500
t)tA!tlrn
(rrrcl rus)^,|tAso. H.)
28.2ti
28.28
28.28
28.28
28.28
28.28
couP..51n.
(,,st)
Tn'[ oF
r ruslunE
corr.ical
corlical
10- 17-9 0
10-17-90
1i-7-90
11- 7-90
11-7-90
7L-7-90
6. 00
6.00
6.00
(r.00
6.00
6. 00
5000 Psl o 2ll orlrs
rtJTS III (,|jxtUlolrl nl nsrtolll rrlr lrl l.rrfltrv|.]l *rlll ItY'trz^rr f lslu rrr.llnl):i Inl l:J Onlrra,nA llolto
30lrt |l/l0.rr|Atl)l| o|| ||ti ttSI liltro t l| t t( rn(.n/u(D ItY olllutt.
Sanple taken at truck discl-rarge"
cop,Es lt:ll: " ilii.3uii"ii:l,t;"i:'*.,
"ib,,
"G,ll . Johnson Construction Co., Attn: Ilr'.
.I.rck Tlromas; B.iclbach Consult.inll linginccls A. llathke 'l'. l,audick
FIEI_D OUsffWEII APPROVED II/
Vail Valley fvli""f Center LffiTft @F TRANSNNITTTAL
TO
181 West Meadow Drive
Vail, Colorado 81657
303-476-2451
Town of Vail Brrilding flpFartment
75 South Frontage Road
Vail, C0 81657
Attached fl Under separate cover via
JOI t{o.30 0ctober 1990
A'IEN'ION
Dan Stanek
Vail Valle.y Medical Center -
Parkinq Structure
the following items:
! Specilications
I
tr
tr
Resubmit-copies for approval
Submit
--copies
for distribution
Return
-corrected
prints
19- tr PRINTS RETURNED AFTER LOAN TO US
WE ARE SENDING YOU N
D Shop drawings
D Copy of lettor
n Prints
I Change order
D Plans
as submitted
as noted
tor corrections
D Samples
b 0bservatinn Reportq
THESE ARE
D
)tr
F
tr
n
TRANSMITTED
For approval
For your use
As requested
as checked below:
I Approved
C Approved
I Returned
For review and comment
FOR BIDS DUE
!
REMARKS
coPrEs DATE NO.DESCRIPTION
1 10-2-90 17 Bierbach Consultino Enoineers Inc- - Fipld 0hcervation
1 10- 11-90 18 Bierbach Consultinq Enoineers Inc- - Field Obsprvatinn
COPY TO
-'n-ro, BoA",.\L,:PnJ /
l, .nclo.ttr...r. nol rr not d, *indtt notity u. .t onc.- Bfgnda Hafpef
a
BIERBACH CONSULTING ENGINEERS INC.
JOB NO.
2067
REPORT NO.
17
FIELD OBSERVATION REPORT
JoB vAlL VALLEY HosPlrAL PARKING sTRUcruRE DATE ocrober 2. l99o
CONTRACTOR G. E. Johnson Construction Compony TIME 8:00 A.M.
SUPERINTENDENT Jock Thomos TEMPERATURE
WORK OBSERVED:
I visited lhe site to review the reinforcing in the second slob pour. The bottom reinforcing
wos covered with snow ond wos not ovoiloble for review. The top reinforcing oppeored
compleie except for the following.
l. The bors were not properly supported in numerous locolions due mostly to
the electricol controclor.
2. The woll to slob dowels on line "G" were
No other items were noted.
not ploced yet.
OBSERVER Steven E. Bierboch. P.E.ee lvuq66.t ,tv+z< T1lattrt 7FZrl
BIERBACH CONSULTING ENGINEERS INC.
JOB NO. REPORT NO.2067 18
FIELD OBSERVATION REPORT
JoB vAlL VALLEY HosPlrAL PARKING srRUcruRE DATE ocrober l't. t990
CONTRACTOR G. E. Johnson Construction Componv TIME 8;00 A.M.
SUPERINTENDENT Jock Thomos TEMPERATURE
WORK OBSERVED:
I visited the site to review the woll reinforcing on line "4" from "G" south lo the first
construction ioint post "E".
The following items were noted:
l.) Verticol reinforcing oround the exhoust openings wos not correctly spoced
ond odditionol reinforcing wos required.
2.1 Confinement ties were missing on oll of the counterfort reinforcing.
No other items were noted.
OBSERVER Steven E. Bierboch. P.E.
QC U UMC
?'8"*z4ou'qcFr,t
JOB NO.
2067
BIERBACH CONSUTTING ENGINEERS INC.
REPORT NO.
20
FIELD OBSERVATION REPORT
JOB DATE Ocrober 24. 1990
CONTRACTOR G. E. Johnson Construction Componv TIME l:00 A.M.
SUPERINTENDENT Jock Thomos TEMPERATURE ZO
WORK OBSERVED:
I visited the site lo review fhe reinforcing in the rop lift of the diogonol wolls on the North-
Eost ond fhe wolls on Line G & 3 ot the Norlh end. All reinfoicing except the trim bors
oround the 43" diometer holes were in pfoce.
No discreponcies were noted.
OBSERVER Steven E. Bierboch. P.E. I
CIo /vMe- ,6€J,lr {nt9
I
FIOV-15_98 THU 15:=? B I EREACH EHGNrqS P.sr
BTERBACH CONSULNNG ENGINEERS INC.
JOB NO. REPORT NO.2067 2r
FIETD OBSERVATION REPORT
JOB VAIL VALTEY HOSPITAL PARKING STRUCTURE DATE October 30. 1990
CONTRACTOR G. _E,. Johnson Conslruciion Componv TIME 2:00 A.M.
SUPERINTENDENT Jock Thomos . TEMPERATURE 70
WORK OBSERVED:
I visiled lhe si?e lo review the woll reinforcing ot ihe following locotions:
.. o) Second lift southwest core.
\-/b) Second lift grid line B wos porliolly insfolled. Piloster $eel ond future
opening sleel hod not been ploced.
The following wos noled:
l) The 8-# 6 iomb bors shown in Sect. 8/1/13 were not instolled.
2l The 8-#6 iomb bors shown in Sect. C/1/13 were nol ins?olled.
3) The 8-#6 iomb bors shown in Sect. 8/2/19 were not instolled.
4l The conlroclor is going to instoll hook bors ot lhe corners of the 2-#l0 bors
focoted obove the door openings. Shown in Section 8/1113 ond Section
Nt/r3.
No olher ilems were nofed.
OBSERVER Michoel Golddein
Post-lt'* brand f ax lransmittal memo 7671 f ol pagea I
6E q ev-.,$1=x 't\^..-^:t
\n '.t lcr,..*\.r. -\
Chcnt:Northcnr,In!',t-llL|' l.l!F.. .tu| kl-tltlt.
REPORT OF CONCRETE TEST CYLINDER DATA
^t^gun!{Ffntctrm.Irrm.DfF||fEr,md|ttl|v|t.,|(^lm'|t,'rfjltni'|l.l|At|||r.{'|ft|'l.lt{Ftro.!nd(r.l,|l||'lnlnor'.rn^tlrrl'.l!'.n'fi|fr'no''x|n|clI|'nq.'ll|cA,t|'','oU|||||'r\|$
4r)uFrl lrlr l.,'n l:3 olrnl ,nrws t url: t |t. ,.rt t.o to It tx rrx:.
^ tu'{' !. ,- | riiir -l e.-- .r .6F*-
,..q .tc. cul.t IJA a./co
To: vAIl, v^t,t,uy l"tEDIcAL CENTHI Joo No. 4 424 90 DATE: ,o-*Attn: l.'lr'. Dan Fccncy
lSl lrrest lrlcadow Drivc DAILY IIEPOI{T NO. SI.|I:L-TI Ot.'I
VaiI CO 81657 rwolcE No.
fROJECT Vai. 1 Valley tr,lctli cfl I Ccntcr l)irr.k irr11 Structurc, V:ril, Color.:rtlo.
PtJ\cfM|:Nr Lo
Line G.3, Wal1, North Diagonal, Third Lift;
IjATCII TICKET INFORI,TATION:
supruE' $tcstern Mobilc rnr,"K rro.
TNF0RMATToN \H ouottlt*,1*u'oEsr'r Mr. cu. yu.
TluE Il^ICt|O nME rtnvr:D Ttl,tE pt/Ac@
FIELD ILSTING TNFORMATION: INFORMATION NOT AVAI1"A,BLE
IUE lEf T r(Ell SIUUP lt.l. Nn @lnE |r : WLT UMf WUcl tt pcf. SAll'Lf tEttl'. A,ll l0rr'.
JoB spEcmc^noNs surup tN. NR coNTor tr w^lEn ADDS) Ar sm - cor. nor Rr(s:
cYLiNDEft lNf ORI,{ATION:tn. oF ciYl nroots 6 rjyl pn)F t !if7[ (ttt x l2tt ]rM[ (;nIloflm o\57 Mtrn[ o{rT 0n-Sitc
CURING INFORIIATION:
tNr4L cuttE On-Site RO, sTon cE F,AcLrlEs MtN./u J(. 0 IE^tsE AT r,ql0_27_g0
turE sInPPtI) 10-27-90 ttt: S. Urton nEu rlx*
ACE
IAYS
DAIE
]ESIE'
II'TAL I.OAI)
(uE)
DU,,|ETffI
(|lrcl15) ,|ta
:ro. n,)couP. -iln,
(|5t)
Tnlr oF
Ugru||r:
cYl |l||)ttl
tYlJol rr
(tl.ls)
crtltlDt:n
ulrtr $ xl tI(r'cr)
28
28
z6
28
r.1-2-90
11-2-90
11-23-90
11.-25-90
1r.-23-90
11- 25-90
105, 500
112,500
I32,500
132,000
1.25,000
128,000
6. 00
6. 00
6.00
(r.00
6. O0
Cr.00
28.211
28.28
28.28
28.28
28.28
?A ?R
3660
3960
4690
4670
4420
4530
c oni cal
conical
con/split
con/sp1it
con/ shear
con/spl it
oFslc sltt€}]GTII 4000 ,,:;t o ?6 tA)T
l|lits ttl wxrulotl' n |t$arn,rl rr.f trt ralrrrtrrrtit. *r||t rrnrrrrf rrru xa.tlntti lttrll:5 ollllrrtnl l|oltD
Soraf uturir tlql| o IrtS tLSt ,|ltiont U Y t( rn(,/lu(I, lrr ollllJl3.
PROGRESS REPOKT:
cop,Es I'. ;if " llil'lui i"li :1, t;"j:l" .','n",,,, "C .ll . Johnson Construction Co, , At tn: lrlr.
.Iack'l'hornns; Rierbach Consultirrg Enginccrs:
S. Urton 'l'. Laudick
FIELD OI}SETWEII APPROVED TT
Chcnt)Northcnr,IncO '.,!llt,!? ldtlFr. ..t kl-nr.l.
REPORT OF CONCRETE TEST CYLTNDER DATA
^3^Ul^l1.|Fi'lCtl}|ron',,f.t.n['.i'|tE^,|oc'ia'tvl-lrr|lnl'Y|lt|tl,iflr,nrr||loAlit|r.o''ru}|'rr|'.lIdd'rr'|.'lt^lfrrl'|.tco'|c||ir'non'I!nr..|3'|rN.'rxlc^,nnr4.r[x|'lttjt|.t|n|itlMu4ttuatl.lut t rnl.i! olllt.l ,rxwtJt ltuot .t tt- rajn t.o to ot Nt{ t$.
a ts{' .. rrliliiile.-. .r .o.,rr,{.rr-
a.rn aro. Cra(ttJA t,/l|o
TO:
'AIL VAt,l,Ey MUDICAL C'N't'titr Jou No. 4 424 90 unrn lo-za-I-Attn: Mr'. Dan Fccncy
l8l lVcst l,tcadow Drivc DALY REPOI{T NO. Sl-tCET 1 0t-- 1
vai I co tt1657 rr.worcE No.
PRO.JECT Vni. l Yalley lrlcdical Ccntcr l)irrking Stnrctrrrc, Vai1, Color.a<lo.
PT.,\CEMINT LOCA'IION:Line G.2, lt/alls, Third Lift;
Southwest Retaining ltlal1, Footing;
0ATCll T|CKET tNFOllf,tATtoN:
supruER lvcs tcrn l''lobi lc
tl^rcltu)
INFORMATION
InucK o.
NOT AVAIT,ABLE
rlCKEr llo. ,MX-nEtCll cu.YD.lto.
IME /\flRrvED TIUEnvc Pt c@
FIELD TESTING INFORMATION:
NUE TEST TA'(TT SLUUP
JOo SPECtnCAn0]6 SU,UP
AJlt lE!P.INFORMATION NOT AVAILABLEAlr @lnElrT : wLT uNlr wr.Jcltr
rR COMf'rT il w^l[rl ADDCD AT sIIf
tN.
tlr.
pcf. SiU,ll'LC lfMl'.
- C{rl. nDl rtXS:
CYUNOER tNtOlilJATtON:ln. oF c;/l,lDtins (l cn ntrlrn stzr (>'t x 12't lrufi cnfJDflrs c.\sT wtrjlt: c-A5r On-Si tc
CURING INFORL{ATION:
lNlluL curG on-site Rol) srofl/rcE r/\ctLnt6 uN.,/MA\. 0 l[ntuE Ar tA!10-25-90
o lE sIRlPPs) 10-25-90 ttY: S. Urton nE! rlK*
AGE
DA\6
OAIE
IESITD
Tgr L r.o l)
(urs)
t)t^ lF-Irtl
(ll.rclrLs),rfi[A(sa. il.)couP.'5ln.
(r5l)
Tn'n oF
tiaclUSE
cn,llr)fl1
wlJc.f r(ulJ)
crunor-nu lr mxt(t
(tlcrJ
7
2B
2B
28
28
J.0-51.-90
10-.31-90
a1-21-90
11-21-90
1 1- 21-90
11-21-90
145,000
f45,00o
157, 000
173, 000
165,000
762,500
6.00
6.00
6.00
(r. 00
6.00
(r.00
28,2t\
28.28
28.28
28.28
28.28
28.28
5130
5130
5570
6140
5840
5 750
con/ shear
con/ shear
con/sp1it
con/split
con/split
'con,/sPlit
oFstcN sTRfllfltl 5000 r5r o?a rt'rYs
ttsnt |'t t txtt^tofi\f rlrsrrrrnl rlt It rr,rrx{rv4t. rrrlt ratlt r,nar L rltv r.lll|(xn In(rf,t ollllrraai{ t|olto
loqt |rrt(,t{ lK}rl oll lrlrS ll.5l latl\trr rq? t( rr(r/lt (o ItY ollllrlt.
PIIOGITESS REPOKI:
Fishcr lleccc .Iolrttsotr Arclti tccts ,ttt'tt Attnr Mr. Skip Spcnstl{cstcrn I'lo5ilc
C.11 . Johnson Construction Co. , Attn: Ill'.
Jlck'l'homas; llicrbach Consulting lilrg.inccrs
S. Urton 'l'. Laudick
FIELD OOsETilER APPROVED [TT
ChcnilNorthcnr,l "b 'aatltm lalt-.. .^4 ,.rnllit.
REPORT OF CONCRITE TIST CYLINDER DATA
To: vAIL vALLEy t"tEDICAL cENTtin
n ttn: Mr. Dan l:ccncy
181 lVcst lrlcadow Drivc
Vai I CO 816s7
RFcg, vFo
oci I 6 tg90
llqrygT Vni. I valley l,lcrl ical ccrrtcr r)arkirrg st..rcturc, Vai1, color:ado.
Salb-on-Grade, Lines F to G and Lixes 2 to 3;
|'IATCI{ TtcKEr tNFORl,r\TtoN:
supruFx h/cs tcrn l'lobi lc
Jou No. 4 424 90 DATE: 10-5-90
DALY NEPOIil NO.
lhrvolcu No.
SHIET 1 OF 1
rnLrcx tto. 49
7:41 A.M.
xcxgr 1rc.012657 uu ocsrc o. 23 cu. yD. B
nu[ ljtrtrvtDT:56 A.M. nuE pt.r.cE, B:30 A.M.
cornEr 5.& wur uNr tvEc T t42.5pt- s^upLc TExp. 55o^,lr rEtt'. 5oo
cot{TorT 3- 5 .1 wAIEn Ar)oCD AI sm -- Col. tlo{ rlt(*
x 12t'lrur c/lj[D[,r:i cA5T 9:00 A.M. mtFJlE c..r,.r 0n-Si. tc
NUE IATCJ IU)
FIELD TTSNNG INFORM^TION:
nuE TEsr r,rxeir B: 45 Al"lsruup
JOo sPEtlflC no|ts .t up
6
0-4
H.NN
AJR
CYLJNOTR INFOIII/ TION:
rKr. oF cn.ntfi:ns 6 riyl IltrF t
CURING INFORI,IATION:
NmrL cutE on-site no-D srorucE r./rctLmrs Y:*i^- utl./vrn(. -- o rtlnlE ^r r,^rr 10-6_90L'ratler0^rE sInlPPeD 10-6-90 tlr: S. Urton nfi,lfiXs:
AGE
o.\ts
MTE
lESrE)
T(rr L IO l)
(Ltrs)
trt^trnr.n(|l€l|lJ)^,IT (:,o. r'l.)
coup. -:in.
0trr)
TN'T OFfll clunE
ctl, lrol
vruor|T
(ur5)
cn'llot.nr4rlr wrcltr
(r'cr)
7
28
28
28
28
10-12-90
L0-12-90
LL-2-90
11-2-90
1t_-2-90
t L-2-90
83, 500
86, 000
(r. 00
6. 00
6.00
(r.00
6.00
6.00
28,28
28.28
28.28
28,28
28,28
28.28
2960
3040
con/ spl it
con/split
n15rcN sTRflr.inl 4000 t4to?d rI^)6
llJls uJ LttxtrAlot(Y rttls.ro|ll rrrt tt| |._r:(rIr.rr:[ r rfnr:rrrI tltr, rrf_lttr)tri In{t:s o||[rr1:f llotto:o![ |lI ofirrA oll o|| ||[3 tt5l lttrpflt rry D( t'tttMu ) tt/ on(Jti.
PROG'IISS REPOKI:
Sanple was taken at ttre truck disctraree.
/-r.rrrrFe Fislrcr llcccc .Johtrson Architccts,v"' ..--' Atttr: Nlr. Skip Spcns!;9s51.rn lrloSilc
G.ll . Johnson Construction Co. , Attn: lrtr.
.Ilck'l'hornas; ll.icrbaclr Consultirrg linginccr:s:
S. Urton T. Laurlick
FIELD OUSEIWER APPRO\GD W
^l^Ut,l{lno[crrni'.lr',tt.l||'F|'rEl,,l|.x|i(l|vt?\,tt^ltnnt3,h':tl'nt|r'n 'it||.fr)',xx'||r\6r rt ttrtatr,xrl corri |tirtrt or txtnrcltaovFtl.atl, (rnlls ollrrt {rwstrrr.r4s !rt. rrt r.o to [t r|||||rr;.
^ -r.- .r u.l ilrrrlc... .r co.iiF,i,-
t.'ri rrr. CsCt IJA a/CO
' /',alu.n lJrlr|-. .oat k|ll|.t.
REPORT OF CONCRETE TEST CYLINDER DATA
TO: VAIL VALLEY MEDICAL CENTERAttn: Mr. Dan Fecncy
181 Wcst Meadow Drivc
Vail CO 81657
R EC E IVED
ocT I | 1990
JOU NO. 4 tI24 90
DAJLY REPORT NO.
IrwotcE No.
DATE: 9-5a.90
SHEET 1 OF
PRGJECT Vail Valley Medical Centcr Parking Structurc, Vail, Coloraclo.
Structural Deck, Second Level, Line G to H, LiTle 2 to 3.6;
ITATCH TICKET INFORMATION:
supruE1 Western Mobi le TnuQ( NO. L14
7:56 A.M.
1-
ncKEr 1p.01 2048uu oEsrcN M). 25 cu. )o. 8
NME IIATCHS)nuE ARRtvtD 8:05 A:M.TruE PrJc@ 8:10 A.M.
FIELD TESTING INFORI,,IATION:
IrlE rEsr rirxer 8:20AM sr-uup
JOB SPECtnCAnOlrs SU,UP
5 tN.
tN,
AN cor{rEr{r 2 .4 : wEr UMT wncHr 150 . 1
CoNTRIT 4-S I WATE I ADDED AT srlE
PGI.
-)
s^lPlr rElrP. 809 .tH IEJ/P, 650
ool noiARK&164 of 200 vd3lin
C'/LINOER INFORI"IATION:
tto. OF C'\IJIIDER5 (r r.n Nt)FJt slTti 6rt x 12rr lur c^tr{Drrrs o\sT 8 : 55 A. M .\\Hr'IE c^sr 0n-Sitc
CURINC INFORI,IATION:
IN|IUL CUnE On-Site FIAD SK)RrcE FirCtLmEs Shaded MN,,/MN(. o/\rt:nuc AI t L 9_7_90
OAIE SIRIPPtD 9-7-90 tlt: S. Urton nu/AnKs
tcE
o^t,:s
(ATE
IESIE'
toT L r.o D(ris)DIAMETF-R([€l|L5) rtrA(sa. H.)
coyP. 5TR.
(Psr)
T/PE OF
f rucruRE
clruIII)ERwoofr
(rrr5)
cruHoeR
uNrr wEc||T(rct
7A
28A
28A
28A
28A
9- 12-90
9-I2-90
10-3-90
10- 3-90
10-3-90
10-3-90
L70,000
I72,O0o
204, 000
200,000
204, 000
2O2,5oO
6.00
6. 00
6.00
6.00
6.00
6.00
28. 28
28.23
28 -28
28.28
28.28
28.28
6020
6090
7220
7070
7220
7760
conical
canical
cpnical
conical
ocnical
conical
OLSICN STRENGfi 5000 Psl o ?d rxls
nSns r/ utpulotat rtt ras.rodt l'|f tr ,arnauArr,l- *rlrl rrt't rTrr f l'.lu l.t-!lor:i In{l:s olllu 13{ llolfo
loxt [{, urnalx)r oll tIrS lLSr ,[r.ofil r|AY lf ntl,vlx, ua oll!tn3.
PROGRESS REPORT:
Concrete was sanpled from pump hose;
Fishcr P.cecc Johnson Architccts,ttt'tt Attrt t Mr, Skip SpcnsQ;r1s5x.rn lvlobile
G.E. Johnson Construction Co., Attn: Mr.
Jack Thomas; Bierbach Consulting Enginecrs
S. Urton T. Laudick
FIELD OI]SERVER APPROVED Ff
ltAuUmu|md"cl|t.m.lrr,Tt-T||fnmE''oo,i3.t,\,t'\,|ln''\ollttl'f:.||ni.nlDA.tl||lfo|'|.t'.twn(Y'l'lf(r.|,'tcl|l.l4:\,,lo!4'r'r|,^IEx
'tlt|.l'.9t^tlu''|'!!co'tlt6r'nioolrlnAil:'lr'v.'|'.lG,'|,|'I,rrrrrnrnrrrt3-.d''nr*rruu}tttorrrc-orn''l|llt'|lrA,.:ovFrl[t, u||(r5s o|rtlt |aRlrqtt fl3 lri. r.'lt fo lo lfl n||lllllc.
I E rr' ai t,..l tttUlr.- of .c.nFi|..
r.nr rr. crat IJA a,/to
'a,Elt.t2 t.tl*. ..., j.l-nr.t.. " ChcnclNorl.licnr,ln{ O
REPORT OF CONCRETE TEST CYLINDER D,A,TA
"l
TO: VAIL VALLEY MIDICAL CENTI.:II JoI] No. 4 424 go DATE: 9-5=90Attn: Mr, Dan Feeney
181 lVest Mea4ow Drive DALY REPOT{T NO. SHEET 2 Of' 2
Vai I CO 81657 [{votcE No.
PRO.JECT Vai I Valley Mcdical Centcr: Itarking StTucture, Vail, Colorado.
PLACEMENT LOCAIION:
Structural Deck, Second Leve1, Line G to H, Line 2 to 3.6;
TIATCH TICKET INFORIIATTON:
supruEn Western Mobile lnrJq( lto. 7L4 ncKLT 1.to01 2062 uu oEslcN llo. 25 cu. lo. 8
nME IArcH@ 9:07 A.M.NME ARRIYID 9:20 A.M.TIME Pucs, 9:30 A.M,
FIELD TEST]NG INFORMATION:
TIrlE TEsr TAXE,.I 9 :4OAM sLU,JP
JOU SPECtnCAnOraS surMP
rn @rrrElrr 3.0: wEr uNrr wucrr 149.1
AR CoNTENT 4-8IWA'El DoGD AI Sm
s1llt,Lf, TE lt,. 80o ,rrtt reup. 70o
Gol. no,uR (* 200 of 200 vtt3
tN.Pct.
a
CYLJNOEII INFOR}/^TION:
No. oF cYlj|tocRs (r cn [{)Fn stTl:6fi x "l-2tl IluE c/LlNol.RS ffi r] : SS A M wltEnE CrSr On- Si te
CURING INFORI.{ATION:
INnUL CURf: On-Site nE! slottlcE FrclunEs Shaded Mrlt.,/MA(. o^If,/nl.tE AT t {r. 9-7-90
OAIE SIR|PPS) 9-7-90 tlt: S. Urton REIJ,i\RK*
ACE
lx'r15
OATE
IESIT T(II L r,(}\o
(uls)DUMflrJI
(['rclrcs) JI[A(sa. r.t.)
co!P.sln.
(P3r)
I'TPE OF
r turcTullE
C'/L'NDE I
WE OHT
(lJrs)
clruNDfR
uNrt wLfcr(r
(Pcn
7B
7B
288
2BB
28B
288
9-12-90
9-L2-90
10-3-90
10- 3-90
10-3-90
10-3-90
L65,500
L63,000
191,000
193,000
191f 000
190,500
6. 00
6. 00
6. 00
6.00
6.00
6.00
28.28
28.28
28.28
28.28
28.28
28.28
5890
5770
6760
6830
6760
6740
conical
con/sp1it
conical
conical
ocnical
conica]-
OFSIGN STRENGIH 5000 pslo2o 0A15
ltsnl B' urE|urcrlY it 'Er'[{l ^'|' |'|,.4(r|(A'4( wt||| lrfir/||f ^:llu |rf-l|tr,t'. l,lnEs on|l,r..r3|: |K||to
$s€ ut uru tblr or tlrtS ttst liuroRl UAY |f tr(,r'|lxl, ul oll[n9.
PROGIIESS REPORT:Concrete was sampled from pump hosel
Fisher P.eecc Johnson Architccts,t"'L. Atttt t Mr. Skip Spcnst;r1ur1.rn Mobile
G.E. Johnson Construction Co., Attn: Ilr.
Jack Thomas; llierbach Consulting Enginccrs
S. Urton T. Laudick
F]ELD OIj5ER/ER APPRO\ED tIT
rt^!url{mc'rcTtmnr{T1I'tfFnE,0o||8s'|vl-\|tfn''T'r5l''rSlF!nrr'oA!ttl|rro|llo|).lu|lt|f''rrY0rl|ln|1|tt'lil
'X''fo.sr^rtyll.Ts.co.6|'ir'6on'xt'r,crs''nr..xt!|ctJn'|tt,ou|t[|.r.a't|5.E.'nui[qourat[, ur4lts qn[l luutqrrlxlt lrlt f.rtlll, lo 0l w'lrllllc.
^ Fc6- .r u-lifff fl e.r. of .o.'rDoir-
..6 ||o. c|rtllJ^ a/eo
VailValley Mfcd Center LtrTTft @F TRANSNNOTTAL
181 West Meadow Drive
Vail, Colorado 81657
sos-476-245r !'
To Town of Vail Buildinq Department
75 South Frontage Road
Vai l, C0 81657
WE ARE SENDING YOU d lttacnea f] Under separate cover via the following items:
tr Shop drawings E Prints ! Plans I Samples ! Specifications
tr Copy of letter E Change order fl C0nCfefe test results
THESE ARE TRANSMITTED as checked below:
! For approval
d For you, ur"
E As reguested
! Approved as submitted tr Resubmit_copies for approval
D Approved as noted ! Submit _copies for distribution
I Returned tor corrections ! Retu rn _corrected prints
19- ! PRINTS RETURNED AFTER LOAN TO US
! For review and comment n
! FOR BIDS DUE
REMARKS
OA'E JOI NO.
9 0ctober 1990
AffENIION
Dan Stanek
FE:
Vai I ValIpv MedicaI Center -
Park i no St-ruct-ure
coPtEs DATE NO.DESCRIPTION
1 9- 19-90 Chen Northern, Inc. - Report of concrete cylinder test,7 day
strength.
COPY TO
.,onro,
-"3ex-..&>.!ttu(L\
ll .hclo.ur.. r.. not ,t not d, kindtrt noritt/ u. rt oncc. Bf enda Haf pef
ChcnONorlhcnr, Li3
TO: VAIL
nttn:
181
Vai I
PRO.JECT
I]ATCH TICKET TNFORT{ATION:
supruER Wcstcrn ttlobi lc
llUE n^lcrtg)
FIELD TEST1NG INFORMATION:
TluE TEST T xEN3:40 Ern SLUUP 3
JOO SPEClflCAnOt.s SLUUP
CYUNOER INFOR',0\TION:
tfo. oF c,'yl ntDFRs 6 r:n rttnflt
CURING INFOR}"IATION:
lN'Il L CUITE On Site
IurE srRfPpE 9-20-90
|s4utn!WFnr'rclYmdrNTs.t|tflinrE^,|od,n:ll\,l:!||lIl'\'nrl|Ftil,6[|1'l'Atr||rl4l'rrx'|Frnr([dfnox .r lllttrrltrTi" c6rrj ttirrF or t:.nra:1stourltl|t, urrr t5s ('n||| |,|rwEt runs Anr l.rn t.D to [l w||r[x:.
a 'Ei.- ., rrlilittle'o.. or G6roir..
.irnr |16. cac J a/9o
o
YLIN
V;ri I Vallcy lt,lcdi cal Ccntcr. Ir;rrkin StTlrctrrrc, Va j l Colorado.
Foundation !ra11, Lines 2.5 to 3.5 on Lirre c and Line c to E.B cn Lile
tnrrcK lto. 49
2:49 pn
sTonAcE F cruTtcs
S. Urton
DER D,AT,A
JOO NO. 4 424 90
DAILY I?EPOI{T NO.
- twotcE No.
IcKEr rc. 012375MX oEstcN r.K).
nuE NlnrvED 3:00 rrn TluE
In building rrtrt.,/MA(.
RElr,'\nXs:
VAI,LEY MIDICAL CDN'IIJII
Mr. Dan Fccncy
Wcst Mcarlow Drivc
co 81657
REPORT OF CONCRETE TEST C
'4,arf fr? f .tl*. an t
'atarr.r.
RECE IVED
0 cT 5 1990
DATE: 9-19-90
SHEET 1 O': 1
23 cu. r!. I
PLcED 3:30
lQ ,tltl TEl/n. 65
3
wHtxf c^st on-Si tc
o rLnuE ^r r^r 9-20-90
CrtlllDf-R
uMr v.Dc| ff(rcf)
T. Lauriick
APPROVED I'T
fN. ,rJn @rfiElrT 4.0: wEr uNrT wEGl tr t47.Lp"t. siu{'ir Tf}rp.
lN, AR COlrTEllT 4-6 r WAIUi ADDED AI srTE cnt. RELuRt(!
sv.r. 6tr x 12tl lluf Cn-llll)ttls OrsT 3 : 55
RO-I'
ttY:
OESrcN STR€NGTH 4OOO rtst o ?6 rIAE
IIJTS tt l-^ltquruw Ft n'.rrtDln Ant ul latrtl0^|cf, filrl rtrtl rrrt f Allu rrElrl()|)a Inlll:3 ollllrr l5{.
SOqt tt{ ofta^lK}l| o ll 5 tlsl mr'c}Rl |r Y tI: DK'vlo(O tr( OlllrjlS.
Concrete was salrq>led frcrn t]re hose of the purp.
S. Urton
REI-D OI]5EJ{VEII
'l'/t't.: oF
t nlclulrr:
c.on,/shear
conical
couP. S-Tn.
(r,:t)
7
28
28
28
2B
9-26-90
9-26-90
10-17-90
10-17-90
L0-1"7-90
10-17-90
125,500
129,000
28.28
28.28
28.28
28.28
28.28
28 -28
6. 00
6.00
6.00
6.00
6.00
6.00
Fishcr P.eccc Johnson nrchitccts,coPlEs Attn ' Mr. skip spcns!lyss1sr' lr{o5ilc
G. D . Johnson Constluction Co. , Attlr: l"lr.
Jack Thomas; Bicrbach Consulting [ngitrccrs
Vail Valley Ulca Genter ! ;LtrTTfi @F TRANSNflITTAL
181 West Meadow Drive
Vail, Colorado 81657
303-476-2451
Town of Vajl Building Depart
75 South Frontaqe Road
Vail. C0 81657
wE ARE SENOTNG YOU m
tr Shop drawings
tr Copy of letter
Attached E Under separate
tr Prints
! Change order
TO
oalE I Jol xo,
11 0ctober 1990 |
attaNttoN
Dan Stanek
RE:Vail Valley Medical Center - Parkino
Structure
cover via
Plans ! Samples
Concrete test resul ts
the following items:
tr Specificationsn
il
coPrEs DATE NO.DESCRIPTION
1 9-4-90 elen Northern. Inc. - reDort of concrete cvlinder test- 28 dav
strenqth
g-21-q0 Chen Northern. Inc. - reDort of concret-e cvlindpr tpqt- 7 dav
strenoth
q-2q-oo Chen Nort-hprn- Tnc- - rpnnrt nf nnncnafc cvl indpr" toqt 7 dav
sfrenofh
THESE ARE
!
m
tr
tr
!
TRANSMITTED as checked
For approval
For your use
As requested
For review and comment n
FOR BIDS OUE
tr Approved
! Approved
tr Returned
as submitted
as noted
for corrections
! Resubmit-copies for approval
tr Submit
-copies
for distribution
I Return
-corrected
prints
19- tr PRINTS RETURNED AFTER LOAN TO US
REMARKS
SIGNED:
Brenda Harper
COPY TO
l, aacloauraa rra nol ,. notad, kindly notitt rra ,t oaca,
o
REPORT OF CONCRETE TEST CYLINDER DATA
'r.aluq l,rta*t ont i.l' hr.
()CT r t ,1990
' ehcnifNorthcnr,Incf
FFnE!r/ED
tt^r'UT|A.ncEcTr,'.roq'.'.ts"ntfFt'dE^,|oG|m't'w:./l|l^.m'fsr,(sl,nqrlrr.}Al.t||lf.''r.xlrn^|qrxinr'(r.r,n.|['ns.l,lo.,'rm,^mlnor|ofn^r!.|''lmrrct|,.r,6on.](lnrr:Fr'hrt.nAtc^,|t)Dr,o|,'t|||^f|s'38|:itl|vlDtIl|o|loou4|fR|||tl|||1k'A.,:ovnt_nl, urrtlltt ollrtt tnR^lqjlt |ll .utf r4tn fD lo tt| wHnl|c.
^ 'i-r$- o. u-l Xf U-l c,-r .r ...tiF.rr..
..ri .ro. Cu[l IJA a/9O
TO: VAIL VAI,LEY MEDICAL CENTIRAttn: Mr. Dan Feency
181 $lest Meadow DriveVail C0 81657
JOB NO. 4 424 90
DAILY REPORT NO.
INVOICE NO.
DATE: 9-4-90
sHEEt 1 oF
113_E9T. Vail Vall.ey li,tedical Center parking Structurc, V.il, Colorado.
I,LNCLMT-NI LOCAIION:
Foundation Walls, Line 2 to 2.5, Line B to B.S;
BATCIJ TICKET INFOR}/ATION:
SUpTER llles tern Mobi le ncKEr No.01 2014 uu DEslcN lro. 23 cu. m.8
IUE lRnn/ED 2:11 P.M.- TluE Ptfcg) 2;20 P .M.IIUE B{TCHED
Tnucl( lro. 117
1:15 P.M.
FIELD TESTING INFORMATTON:
lluE rEsr rrt<err 2:30PI{ suuup 32 nt-
suruPo_4 tN.
nn coloon4.4 : wff uHn trEcl n 145.8pci. S'A,rp|f fCvp. 80o AR tEup. 80o
AR cor{TE'IT 4_ B tr w^n:n ADDq) AT sm 10 cor. no,!\Rt(! 32 of g0 yd3JOA SPECtflOtnOtts
r,yt,llofn stzE 6rr x L2rr WHERE c^5r 0n-Si tc
CYUNDER INFOR},IATION:llo. oF cnJHD€Irs (l IIME CNJNDERS CAsT 2:45 P.M.
CURING INFORI,{AT|ON:
lNlll L cune on-Site RaD sror{ cE FrcrunEs shaded MIN.,/M (. orTE/nlc AT r r 9-s-g0
0ATE srRtppq, 9-5-90 rt: S. Urton ROr RK*
AGE
T)ATS
OAIE
rEsTE)
TOIAL I.OAD(rrs)Dr^ltflrJl
([.rc] rEs)^IT (sa. rlr.)
@uP. sTn.
(PSD
T/PE OFflt cIUnE
gYUNOER
wfrolrT(r.!s)
crulro€R
ufrlr wt]qar
(r,cf)
7
7
z6
28
28
28
9- 11-90
9- 11- 90
10-2-90
10-2-90
r.0-2-90
10-2-90
103,000
102,500
133, 000
132, OOO
131, 000
132,000
6. 00
6. 00
6.00
6.00
6.00
6.00
28.28
28.28
28.28
28.28
28.28
28.28
3650
3630
4710
4670
4640
4570
con,/sP1it
con/split
con/sp1it
con,/sPlit
con/split
con,/sPIit
OESNN STRENGTH 4000 Psr o2n 0A)6
IISTS lrt t|ltqulolTt rt tls(tl|rn rnr ltl Lf,Itrlw{f vrrlll
^trar
r^fi I rq! lltrlrx).i lrtrltf,s Ollltrtl{|sc llolfo
sor.c |rrt uor t|od or ||16 rL5i1 mtroflt u^v rt t8ovrtr@ tt o[rtJr5.
PROGRESS REPORT:
Fishcr P.cecc Johnson Architccts,vvrrlr Attn: Mr. Skip SpcnsQ;{s51srn Mobilc
G. E . Johnson Construction Co. , Attn: l'lr.
Jack Thomas; Bierbach Consulting Lnginccrs
S. Urton T. Laudi.ck
RELD OI]SEFVEII APPROIED IIT
, ' CltcnQ'.lNortheltt,lncf O a,a,,,.n LA7,-.. .n, k,6,h,.
RECEIVED REPORT OF CONCRETE TEST CYLINDER DATA
ocT I | 1990
TO: VAIL VALLEY MEDICAL CENTIJR JOO NO. 4 424 gO DATEr g.2L-gO
Attlr: Mr, Dan Fcency
181 lrrest trteadow Drivc DAJLY REPOIIT NO. sHugr 1 Or 1
Vai I CO 81657 tNVolcE No.
PRGJECT Vail Vallcy l'lctlical Ccrrtcr Parkirrg Stnrctrrrc, Vai1, Colora<lo.
PLACEMEN T LOCr\l toN:Wa1ls, Secand Lift, Lines G to H, Line 2 to 2.5;
I}ATCI.I TICKET INFOR}TATION:
supruFa Western Mobile nuc6 t19. 104 rcxEr no012450 ux ocsrcx rc. 23 cu. .,o. g
nuE rt^TcHo 12224 P.vL. nMf, ,\Rnrv€D 12:35 P.M. TluE pr/AcE) I2:ttO p.l{.
FIELD TESTING INFORMATIONT
ruE TEsr rru<e{ 12:50PMsluyp lL [.t.
tN.
NR cotnElff 2.4=vm uNn wr:,cfrr !49.7 pct.
NR Col'{TE}n 4-6I WAIEn ADDED AI srE
70"-
S^IPLE TEMI'. 70" AtR Te!P.75oF.
Grt. ROJARICS: 24 of 80 vd3JOO SPECtF|o{nOtrs suJuP 0-4
CYUNOER INTORI,IATION:
lro. oF c"njlro€_Rs 6 rtt nloF t slzE (r" x 12t'IMr cruNDFnS C^5T 1:05 P.M. V4tEnE C,\sr on-sitc
CURING INFORI,(ATION:
lNfIuL cunE on-site RE D sTonrcE Frclurfs shaded MN./uA(. o^Tl:nlrlE At utL g_22_go
OAIE smlPPED9-22-90 Ut: S. Urton REU nK*
AGE
uAtas
DATE
TE TE)
TOTAL I-OAD
(r.!5)
DUrEltn
(D.rcl rEs)
'IEA(sa. [r.)
couP. srn.
(,5D
T/.PE OFfn cTuHE
CYIJNOFR
wrjoafT
(tI.l5)
crulrofJt
UNf T WDC{ TT
(r,cr-)
7
1
28
2B
28
28
9-28-90
9-28-90
10-19-90
10-19-90
10-19-90
L0-19-90
123, 000
132,500
6. 00
6.00
6.00
6.00
6.00
6.00
28,28
28.28
28.28
28.28
28.28
28.28
4350
4690
conical
conical
DESTCN SItrENG l 4000 Pst o 70 rI^)6
r6ls '/ t^F.ufirfY Fr m.'o4t ^nf |lr |.,)rrl|r^,|.,!: fit|t
^'.r'|
r,,'r' ^.ll|, |,f'nx}tt. |nx l:3 o|||Ut..L:{
'tolt'oSotaf lllt oatu lx)x olt ltlrj lLst l|t,!nr r4AY It InovI)(D fi Oll|t-n3.
PROGRESS REPORT:
Concrete was purped. Sanpte was taken fron pr.rrp hose.
Fishcr P.cccc Joltnson Architccts,ttttt" Attn r Mr. Skip Spcns!;yss1.r-n lrlo5ilc
G.E. Johnson Construction Co., Attn: ltlr.
Jirck Thomas; Bicrbach Consulting Engirtccrs
S. Urton T. Laudick
RELD OT]sEII/ER APPRO\GD ITT
rsAUrml{F|x'tYctrt|f'ct|f||T3.I||''||tlE,|o.|,it.|!t1,ttn''Y,.rrs^,|'.'tm!rI|tnA.ttt|.lt)r,r.{l'Ml'IiY!nr(rrl,ncll[:\noxlrst^rtu'''rsc.yn|'ir,6onlxl'r.lsrx)g.n[t.:l,r|,|''lnll,n[||'.ii
4QvFtt.ntr uri tls on.rt f,|rwEruuns lrd. trJttl o lo lrl lrllllll*?,
A Eg- o. u.|rlilile,.- .r ..or.,rr-
trar rro. cs[ JA a/oo
',.hlll.4 t.rlxr n.'d jal6||l., Chcn$Northcnr,lne O
REPORT OF CONCNETE TEST CYLINDER DATA
To: vAIL vALLEy MT:DIcAL CENTIR Joo No. 4 424 g0 DAIE: F25-90Attn: lvlr. Dan Fe ency
181 West Meadow Drive DALY nEpOt{T NO. sHEEr 1 0F 1
Vai I CO 81657 tNVolcE No.
PRGTECT Vail Valley Mcdical Center Par-king Structrrrc, Vai1, Coloraclo.
PLNCEMENT LOCA] ION:
Foundation WaI1, Second Lift, Ljnes F.5 to G on Line 2; ano Liles
8.6 to 3.4 on Line G;
LATCH TICKEI lNFORlt/ti{TION:
sUpruEtr lltestern Mobi 1e
NUE tArcIIE)
mrJcK lro. 104
L:16 P.M.
TrcKEr |K).01 2513 urx ocsrcN no. 23 CU. YD. 8
nME ARnrvF-D 1:23 P.M.TruE PL/ACE 1:25 p.M.
FIELD TESTING INFORMATION:
TruE lEsr r xotl:35 PM sr-uup 3L
JOo SPEClnCAnOlrs SLUUp 6-4
arn cotnun3.8:wEr uNtT wuorr143.9 p.r.
AR coMrE}{T 3-5 I warEfi ADDTD AI sm 5
{.
l)r.
s^.r,rt LE TElrP. 700 Art TElrP. 800
col. nErtARr(326 of 33 vd3
/_rr v l ,)rl 'lrME cll tND[,rs ci\SI
CYLJNDEII INFORIJATION:
lK,. OF <:nJ DfnS 6 r nJoEIt litzt::55 P M wlFxf c^sr 0n-Si tc
RE.D STOTU\CE FACIUTIES Inside
Buildjng
CURING INFORI,IATION:
lNrl L CURL On-Site
o rE srRlPPs) 9-26-90
MtN.,/M (.o IL/rruE ^r uvr 9-26-90
{n:Urton RITA'IKS:
AGE
OAY:
r}rTE
rEslu)
lgr^l- t.o D(uE)DLArlfIrJI
([{cl res) JIEA(sa. ur.)
co!P. fln.
('3t)
IYPT OF'
flr,AclulrE
CYLINDER
l{E,oalT(u'5)
cYUHDfn
uufr v/ocr fr(rct
28
2B
28
28
10-2-90
L0-2-90
10-23-90
10-23-90
t_0-23-90
l-0-23-90
107,500
110,500
6. 00
6. 00
(r.00
6.00
6.00
6.00
28.28
28.28
z6-26
28.28
28.28
28.28
3800
391-0
conical
conical
DESICN STRI'IIGIH 4000 rr:;l o 7d DAYS
lIJlS rl wrdt^tofi Ft n-.,arn,r] lrt [r r.4rr{urai: firl r'"n r.at|t f talr, rrtllnlra. ltrl l::s ollltrffl'l llolto
SOqt rI unu^lKlr olt lrt|.s llsl tru.onl UAY l( flrsvlutl, lrl olllln:.
PROGRESS REPORT:
Concrete was pwped into forms.Sanple taken frcrn the hose of the
Fishcr P.ecce Jolrnson Architccts,\'urlLr Attn. Mr. Skip Spcnsqlg"rl"rn Nlobi.lc
G.E. Johnson Construction Co., Attn: l'h'.
Jack Thonas; Bicrbach Consulting [ng.inccrs
S. Urton T. Laudick
FIEI.O OI]sE'WER APPRO\ED trT
^3A9|m!.|Ff't'cTr'|rDc|[Il3.ll|fFt'|tE|,|Dli|,Fl|vt.\,|l.n''totrt,ms|,'rr,F|l'oAri1||..o|'llX',lwnrdi[r'orno'|o.sl^t'vlr.r:.co|r;tlnr'nonl](ln,cllt'rW.,l|'|c|n|''|.loun'.I,r\'rl'
a(tuFt l.tu, ur{M oDtt' fntw€rrrunJ lr{. lJnt.D to tt| t$ txt.
^ ,r-r{,- ., rrlilrrl-]r* of .on .,rr..
t.r'r f.o. Gr.[llJA a./9O
VailValley MOcd Center LETTfr @F TRANsnfl[]TTAL
181 West Meadow Drive
Vail. Colorado 81657
303-476-2451
To Town of Va'i I Building Department
oarE I JO! l|O.16 October 1990 I
AIIENIION
Dan Stanek
RE:
Vail Vallev Medical Center - Parkinq
Structure.
the following items:
! Plans O Samples fl Specifications
ff Concrete tests/0bservation Reoorts
75 South Frontage Road
Vail, C0 81657
(.'
Attached D Under separate cover viawE ARE sENDING You &
tr Shop drawings
D Copy of letter
D Prints
! Change order
coPrEs DATE NO.DESCRIPTION
1 9-5-90 Chen Northern, Inc. - concrete cylinder test, 28 day strength
1 9-7-90 Chen Northern, Inc. - concrete cy1 inder test, 28 day strength
I 9-26-90 Chen Northern, Inc. - concrete cy1 inder test, 7 day strength
1 9-28-90 Chen Northern, Inc. - concrete cylinder test, 7 day strength
t g-21-90 15 Bierbach Consultinq Enqineers Inc. - observation report
1 c-27 -90 16 Bierbach Consultinq Enqineers Inc. - observation report
THESE ARE
D
e
o
o
tr
TRANSMITTED
For approval
For your use
As requested
as checked below:
D Approved
O Approved
! Returned
as submitted
as noted
lor corrections
C Resubmit-copies for approval
! Submit
-
copies for distribution
D Retu rn -- corrected prints
For review and commcnt !
FOR BIDS DUE 19- tr PRINTS RETURNED AFTER LOAN TO US
REMARKS
SIGNED:
Brenda Harper
COPY TO
tl .dcloautaa ara not aa notad, kirrdly nolit ua ,t oacc.
Vail Valley m(tcat Genter LET]TT @F TRANSNNIT'TAL
TO
181 West Meadow Drive
Vail, Colorado 81657
303476-2451
Town of Vail Buildinq Department
75 Sorrth Frnntage Road
Vail. C0 81657
wE ARE SENDTNG YOU x
C Shop drawings
tr Copy of letter
Attached I Under separate
! Prints
! Change order
! Plans D Samples
the following items:
n Specifications
cover via
q Test Results
DATE IJO! XO.
16 0ctober 1990
ATTENTION
Dan Stanek
REI VaiI ValIev Medical Center
Parkinq Structure
coPrEs DATE NO.DESCRIPTION
1 9-10-90 Chen Northern, Inc. - concrete c.ylinder test. 28 day strenqth
1 10-2-90 Chen Northern. Inc. - concrete cvl inder test. 7 dav strenoth
THESE ARE
tr
m
tr
tr
tr
TRANSMITTED as checked
For approval
For your use
As requested
For review and comment
FOR BIDS DUE
below:
! Approved
n Approved
D Returned
as submitted
as noted
for corrections
! Resubmit-copies tor approval
! Submit
-copies
lor distribution
E Return
-corrected
prints
D
19- N PRINTS RETURNED AFTER LOAN TO US
REMARKS
Il .nclo3ur.a !n not aa notad, Xindly notity ua at onca.Brenda Harper
t,afu,tl | ^{r.E,. .^'t irt-,r'.t.' Cltctt t)Nor'thcl'n, r "^oo
REPORT OF CONCRETE TEST CYLINDER DATA
To: v^rt vAl,LDy tillDIcAL cENTtiR Joo l.to. 4 424 90 DATE: Lo/2/90Attn: Nlr. Dan Fccncy
181 lrlcst lrlcadow Drivc DNLY IIEPOIIT NO. SHt-fT 1 0F 1
Vai I co 8165 7 rNVotcE No.
PROJECT Vail Vallcy lr,lcrli cnl Ccntcr' l)irrki.n11 Stntctrlrc, V:ril, Colot.;r<lo.
P|..|\CIMUNr LOC TiON:Foundation wall, Iines K.3 frcrn line 5 to 8.3;
OATCI] TICKET INFOIIMATION:
supruEp lVcstct:n l'lobi 1e
NME OArcI ID
tnucx uo. 114TK
3:40 PM
rcx$.uo.012520
nuc NTnwED 3:59
uu ocsrqr lro. 25 cu. r'D.
PM-- TluC Ptrcu) 4: 05
7.5
PM
FIELD TTST]NG INFONII^TION:
lluE rEsr T XEx 4: 35 PMr-uup 3 3 / AN. Nn coroE,tr 5. 8: wrr urirr wt]cltl !43 .6 pct. 5 !r,Lc lfup. 63 ^Jrt
rE!t'. 60
Joo spEctF|cAnoNS suJup 0.4 tN. AR coNrDrr 3-5r werm ADD@ AT strE 10 c{rr. norcnKs:
CYUNDER tNFORtTA'flON:In. oF cin,ltDFJts 6 r,rt nrurtt stzr.- 6't x l2't lrur: cn[rDflt:i cr\'r 4:50 PM Mtrjtf c-^sr on-Sitc
STOrU6E r,rcrLnlLs
S. Urton
by trailer
nEl,l^nx5:
CURING INFORL{ATION:
tNruL cunE on si-te{ fjapi
o^ru smpPFl 10/3/90 ny:
urN./l/ J(.o^T[nru6 x 1y'aL0/3/90
AGE
DA}S
DATE
IESIE'
TOI I- LO^r)t)t^uFlrn
(lncl rrj),/\fitA
(so. n.)couP. -:in.
(r|5D
Tn'r oF
tlt,rClUltt:
cn tt{oftt
wtj(r rr(urs)
crl,llDt-n
uHlr |Yt tcr tr(r'cl)
1
1
28
2B
28
28
t0/9/e0
L0/e/eo
to/30/eo
L0/30/90
L0/30/90
LO/30/90
128,000
125,000
(r, 00
6. 00
6.00
(r.00
6.00
6.00
28,2t1
28.28
28.28
28.28
28.28
28.28
4530
4420
con/shear
con,/ strear
oFsrcN $mll(;nl 5000 t5t o 20 rl^ts
rJIS fll Utxt!^tollt nttlar0rll lrf ltl ,{.rr|irrtt:t: rltll rac|rrlrf rllu lra.llnlt.i Inlll:5 Olllt rartltl: llolto
3r!t llrtqlrr^lx)rl oll l||ti ltsl lru!{ll lr^Y lrL l'll{rvlt)(o rt oltlln;.
PROGNESS REPORT:
Fisher l).cccc .loltnson Archi tccts,uvr-rLJ Attrr: lvlr. Skip Spcnst;1y.,g"rn lrlobilc
G.ll . Johnson Corrstruction Co, , nttn: I\lr.
.Inck'l'homns; Ilicr:bach..,Corrstrltirtg lirtginccts
S. Urton
FIELD ODSTTWER
'l'. LarrJick
APPROVLD t T
^t^Ut'flt'l||rlx'tlcTfa|to.l|l'm.ll|.F,nr,|o.l|it'|vlv\,|t-n.'rorrr\r,41|,llr|ll|,Arrr|r.o''n).,rln rl fr slrtruTtrilaounl.nlt ur4lll otlttt ,fl'| tr(x!un5 lrt faJf|D lrt ltl rrxrlllt;.
^ .-,!., .. ,- | ilii'i-l o.o.- .. G6r,rr..
trnn tr6. CvtlIJA a/eo
'4.-llrd, [.ZL-r n.d 5allt].r., Chcn0Ngl'[[1g1''r l'''^
.',-1 tt'rrluO
O
REPORT OF CONCIiETE TEST CYLINDER DATA
t
RECElttr'l
To: vAIL vALLuy rvrEDrcAL cEN'rriR $cT 1 $ ''r 'l JoD No. 4 424 go DArE: 9-10-90Attn: Mr. Dan Fccncy
lSL lVcst lrteadow Drivc DALY REPOI{T NO. SHEET 1 0F 2
Vai I C0 816s7 il,votcE No.
I1GJECT Vai 1 Vrrllcy lrtetlical ccntc.r Patkilg st-ructurc, Vai 1 , colorado.
PIACLMENT LOCNION:Footing on Li'e c frcrn Line 3 to 4 and on Line 4 frcrn tine B to c;
tlATCtJ ICKL-I lNFOltf,,{ATtoN:
supruEx l{estcrn Mobi lc lRrrcK |lo. 54
12:55 P.M.
lcKEr l.ro, OL2172'uu of,slcN lKr. 23 cu. yD. B
nuE /\,rRfvED L:10 p-M..- 'rlME PurcED 7:20 p.M.TIUE Ir^TCII@
FIELD TESnNc INFORMAT|oNT
TfltE rEr r r(ett 1:30pM sluyp 2r4 N. Ntr cornrrn3.l:w[T uNrr wt:orrl4g.4
Joa sPEclnc'Anot6 sulPo- rrr. ^,, .o* -s:Tw^rtn ,ADDCD Ar snE
p(.t. s^lPLf, rExr'. 70o Alt II)IP. 80o
1 6 c<rt. nF-vAnK.r 4O ot: 228 Vd3
CYUNDEII lNl--ORMr\ilO|\t:ro. oF c,yl,r{Dfns 6 rin lrr)Fn srzri (rtt x i2, lu[ cn or)urs c sT 1:45 p.M. $rERr c,Asr 0n-sitc
CURING INFOIII"{ATTON:
lNIluL culrE on-site R&D sron cE F,Actulrrs shaded MrN./lta( t)^tr/nuE ar wr g-11-g0
oATE srnrppo 9-11-90 ur: S. Urton RE11\1K1
ACElxls r|^TE
IESIE IUT L t.OAl'(uE)l)!/\)1t_II:n
(rfrcl tL5)
'IEA(5O. It.)covP. 5TB.(|5t)
't'o,c oF
HrrcTunr
crullrrtll
WTJGIIT(urs)
CYIJNDFJIutiir wocl tT(rcr)
IA
7A
28A
28A
284
28A
9-17-90
9-17-90
10-8-90
10-8-90
10-B-90
10-B-90
1l_4, 500
116,000
158,000
157,000
153,000
156, 500
6. 00
6.00
6.00
6.00
6.00
6.00
28.28
28.28
28.28
28,28
28.28
28.28
4050
4110
s590
5560
5410
5340
con/sp1it
conical
conical
conical
conical
conical
OF5NN SIRf-NCJIH 4000 t{,r o ?o n^\6
Iuts ltl t alfff^l|)ffi rrtl.arltlll ,/rf Dl !J flnlrrr!:t, wlrl Ar'tt r_.^lr I rtu lrtllnlt:i Inr|l:r' Olllt-r(rYE[ llOlLD
5O!{. t'|rorlrl lnrl otl ll|l5 lL$ t[,\tll t{ Y tf tlMuu) ut olllutS.
PROGRESS REPORT:
Concrete was sampled frcrn the hose of the pwnp.
-^^,.. Fishcr llcccc Johnson Alchitccts,vur-rlJ Attn ' Mr. Skip Sllcnst1g"r1"r' lrlobileG.E. Jolrnsoll Constluctiotr Co., Attn: Ntr.
Jack'l'hornas; Ilicrbach Corrsulting ljngitrccrs
S. Urton T. Laudick
I'IELD OI]SE WEfT APPROIGD I,I/
^li^Uutl!{F'x''.cli'rloq|lr'r:in|lF|'nEl,ro.t|Rt.|vl-!./rll^rfto'r.r5^'{:l|'[f|ltoAiir|r.'''ll.lwno*.''31^l'!.r'iSi'.o'rIt'ir'6onlxl'r.ifi'rx'rf.'lF|G^,r|,|rnoUltn|''l3
tosnlrrlt utrrlss ort(.ii rarwErllu43 Arn_ |.Jitlo |lt [r trR llt;.
^ .'Er- .. rliliiile'-- or G"-Fri,-
t.d Ao. CLCl lJ a/9O
. :. phcn trNot'tltct't t, I na
IU: VAIL
Attn:
181
Vai I
PRO.JECT
r.r Tct{ TtcKEr INFOIi},{AT|ON:
SUpTER l{cstcln l-Iobi lc lnucx
3: 19NHE O^TAIID
FIELD TESTING INFORMATTON:
nME rEsT rA<s{ 4:00 PM s1uuP 3/ 4u. ltt
JOO SPECtnc noNs sLluP 0_4 rN. ,lR
VAI,L[\' }]IUD ICAL C[N'II]II
l"lr.. llan Irccncy
Itrcst l"lcadow Drive
c0 81657
Va i I Va l lcy I'tctli ca I Ccntcr
loN: Footings on Line C frorn Line 3 to 4 and on Line 4 frcrn Line B to G;
,'Frurrr I dttEr. ^.4 aatdtrht.
23 cu. rc. B
pr-,rccp 3:40 p.M.
70" A'r rt]lP. B 0 o
REPORT OF CONCRETE TEST CYLINDER DATA
JOr.t No. 4 424 90 DATE: 9_10_90
DAILY IIEPOI{T NO. SHEET 2 OF 2
twotcE No.
l)arkitrg Stnrc.turc, V:ri1, (iolorarlo.
|ro. 54
DM
I6KET uo, 012188 Mu DEsrclt po.
nuc ltnnrvli 3:30 P.M--- nM[
coxrtrr8 . 4
coMrf}rR-5
pcf. SAIPL.C TLMI'.
rhl. RcMAnr(s:
: wtr uNtr wnorr147. 0
I $AN:N ADDED AT s'rE
rl { vt'|u{ irxYrtcTYrr m rr |.rrls. lltt FmE rrtonnrr a, 3tllrvTtrTs, tnr|(ltrrtril or tytrra,T.l rtxtulrru,ll flf, lrrrtt-.'s onrtt ,J|n.rqjrlloS ,N. ,ftntD
^ !!-i.i- .. rrl riiil s.-r r{ .6n r,-
t66 l|. ClCllJ^ a,/90
.,tnrrittt l) at lllr ar,rrrrf{ trrur fix)r-ftrlY or fi,n ill,tlfl.'!li nl:iltarlD fllrnln Or,n Intllttl rr' (t/tl- :. rlr1l." arlL
(rrlttal\ -. ||l nr Intrr:i rnran rl.:r,rDrrrt otrn fit t(t :i
tlo. oF c,'\ljloFRs 6 c,.n trrofll stzr 6" x l2,t llut: cn lliDflm c 5T A -wHmE c.riT 0n -.S i. tc
CUIIING INFORI.,,IATION:
INrAL CURE On-Site Ra, sroR^cE r/$trmLl Shaded utll./r{N(. crlltntur AT wr 9_11_90
u^rE srRrppm 9-11-90 rn: s. urton RDr^nK&
'IF/\sa. rtl.)
2,3.28
26-z5
28.28
28.28
28.28
28.28
78
78
288
288
288
288
9-17-90
9-17-90
t 0-8-90
10-B-90
10-B-90
10-8-90
115,000
117,500
153,500
150,000
149,500
151,000
6. 00
6. 00
6.00
6.00
6.00
6. 00
4070
4160
5430
5310
5290
5340
con/split
conical
conical
conical
conical
conical
oFJrcN srRorcr 4 000 P5t o ?d n^ls
r[Jnt w wtlulorv rt tr.r.rrul llf llr r.rrvrtr.rrtt. FlDr rFtr.|ltt l.]u vl.llno,i tr{t:j ol||ljti-l{ lrolto
5ollt lllr urrr lDtl oll lrlr5 lLsr FUlOfil u Y tf, lrK.wllx0 trl olllulS.
cop,Es li ;ll:' fi i,1.3* ii',i,] 3i, t;:11:..,:'ni,,,,, "G.E. .lohnsoll Constluction Co., Attnl lrlr.
J:rck l'homas; Bicrbaclt Constrlting Lrrginccrs
S- Urton 'l'. Laudick
FIELD OUSEI{VER APPROVED I'/
,r/o ,Jtlrr/ rlnlr, tDn Ftti rr.tr: u|:fit_-,t.I, or rr lr n l| illf r.: r..
ocT- 1A-96 THU ?:1= It I ERIJ.-ll-H E..{ rr rr.
o
JOB NO.
2067
REPORT NO.
l9
FIELD OBSERVATTON REPORT
JoB vAlL VALLEY HosPlrAL PARKTNG srRUcruRE DATE ocrober 17. 1990
CONTRACTOR G. E. Johnson Construcrion Compony TIME 8:00 A.M.
SUPERINTENDENT Jock Thomos TEMPERATURE 20
WORK OBSERVED:
I visited fhe site fo observe the woll reinforcing ot ihe following locotions:
o) Third lift ot the northwest stoir core.
b) Third lift or srid G-2.
c) Second lift ot lhe southeost stoir core.
The controctor wos in fhe process of insiolling lhe reinforcing ot the southeost core. ln
oddition, lhe conlroctor wos owoifing delivery of so,'rle verlicol reinforcing ot the norlhwest
core. The following wos noted:
l) The 2=#l I iomb bors shown in sect D/1/14 were not instolled.
2I The inside foce horizonlol bors ot the southeost sloir core sho*rn in Sect.Nl/10 were spoced ot 10" o.c. insleod of fhe specified 5. o.c.
No ofher ilems were noled.
OPSERVER Mjchqel_Gelel$einc( EEtu JEt<T441AsilvH(
Vall Valley ul""f Center LHTT-T OF TRANSNNOT'TAL
181 West Meadow Drive
Vail, Colorado 81657
303-476-2451
Town of Vail Building Department
75 South Frontage Road
Vail. C0 81657
OATE JOa
22 0CT0BER 1990
ATIENYION
Dan Stanek
Vail Vallev Medical Center -
Parkinq Structure
fl Plans ! Samples
the tollowinS items:
U Specifications
wE ARE SENDTNG YOU q
tr Shop drawings
tr Copy of letter
Attached ! Under separat€ cover via
tr Prints
! Change order
as checked below:THESE ARE
D
p
tr
!
D
TRANSMITTED
For approval
For your use
As requested
D Approved
E Approved
C Returned
as submitted
as noted
for corrections
tr
D
!
Resubmit-copies lor approval
Submit
-copies
for distribution
Return-corrected prints
For review and comment
FOR BIDS DUE
a
19- ! PRINTS RETURNED AFTER LOAN TO US
REMARKS
coPtEs DATE NO.oEscRrPrroN
i l0- 1 7-90 19 Bierbach Consultinq Enqineers. Inc. - 0bservation reDort
I n- q-qn Chen Northern^ Inc- -Concrete test results- 7 dav strenot-h
SIGNED:
l, ancloautaa rra nol a! aoted, Xin<tltt notiltt ua at onca.
COPY TO
Brenda Harper
rcneNofl.hcnr,lnc3 O
REPORT OF CONCRETE TEST CYLINDER DATA
CI 'a.Elud, lr9!l-. o.{ ,4t-,tr.t.
To: v IL VALLEY MEDTCA_L_CENTER r!i., \t llgti JoD No. 4 424 sO DArE: 9_7_9-0 IAttn: Mr. Dan Fecney l
181 West Mcadow Drive D ILY REPOI1T NO. sHEEI.l OF1Vail C0 81657 rlwotcE No.
PRoJEcr vail Valley lrledical center parki'g structurc, Vair, cororado.
Foundation WaIl, First Level, Line C to G on Line 2;
ll TcH TICKEI tNFORht{]loN:
suprurr Western Mobi le r1cKEr No, 012729 MX 0616{
nME ARRTYtD 4: 20 P.M.
fK,. 23 cu. tr, 8
TruE pLrcD 4:30 P.M.
Tnrrcx No. lI7
4:03 P.M.NUE SATCHS}
sAlrPLE TE ll,. 83o ,vx forp. 85o
cot. n n^trr(& 72 of g0 vdr
FIELD TESNNG NFOR}TIATION:
TruE rEsr rA,(Et4:40 PM suuup3 3/zh.
JOB SPECtnCAnOlrs slrruP 0_4 N.
pcl-AJR
AJR
@rrrFlrr 7 .2 z wcr uNn wscrr 14 3 . 5
coMIE{T 4-gIwArER ADD@ Ar 5IIE
-
wltEnc o\sT 0n-Si tc
CYUNDER INFOR}VIATIOI.I:ro. oF c,Yt.,xDEtts 6 r,Yl n{)rn sfTti 6tt x 12tl llul: cAIND[,ts w 4:S5 p-M.
CURINC INFORL{ATION:
INIIUL CURE On-Site RO-D SIOIIACE FACIUIEs Shaded MN.,/1{N( o/\IEnUE T l,^& 9-g-90
o rE sIRlPpED 9-8_90 Uy: S. Urton nFJ!\fiK!
AGE
I)^YS
t)^TE
IETE)TSIAL I.OAD(t 5)
uuuElrLr
(rrrclrLE)^,IEA(5O. rfl.)
couP. sln.
(.31)
TTPT OF
rn gIUnE
C/UNOEI
\YE,IOHT(rrri)
GTUND€R
uHIt wFict r
(t cF)
7
28
28
28
28
9-14-90
9-14-90
10-5-90.
10-5-90
L0-5-90
10-5-90
105,000
L07,000
137,000
129,000
135,000
133,000
6. 00
6. 00
6.00
6.00
6.00
6.00
28.28
28.28
28.28
28.28
28.28
28.28
3720
3790
4850
4570
4780
4770
conical
cuical
con/split
on,/shear
con/split
con/spl-it
r,FSIGN SIR€NGIH 4 000 PSI o 20 txE
lljlls ||Y wrm^lotrY Frlffr|'rn Arff 0r arrnurrrf, i l| rrrPlnnf lllv r.L rxr:i In{r3 olllur tr: xoltDg€rrt l|lrqrr| rKrr o|| l||6 tlsr Rf|rofit ruY nc rnw|{x, uY o||rut3.
PROGRESS REPORT:
coPrEs lilll:" fi::":*1;ng:Lt;'j:'**',"u,,.
G.E. Johnson Construction Co., Attn: l'lr.
Jack Thomas; Bierbach Consulting lingineers
S. Urton T. Laudick
REI.D OI]5EfWER APPRO\GD TT
/rslUt,|ll{l.'dcrrnmnrrrs.ll|.'t,nE^,|od,l3'lF\,|lnlmnTt,'fi|,'rr.i|rlr'Alil|rror'{xr.nAFt|l1.!'r'Y(rt1l,nc|,t!:\
'roi.'.t'^''I7||T!.corl:|Fr'no'l\l'^..!s'rEqdt'|..!J'|,,l|ounll..\'jtl3Enl5'-t.,lort',o'|col,|ttovnj.tlJ, urrrlls olr|1.; |,|rwEulLtflt rr|t. r'|rt tlt lo t lrtt||lrc.
^ .ErrD' ., r,. I ilirll ,,-. .. .6!,.,j-
.crn rb. cLtttJ^ a/eo
"' '?
-rt\)
VailValley Ccaf Center LETTG @F TRANSNNNTTAL
181 West Meadow Drive
Vail. Colorado 81657
303-476-2451
Town of Vail Building Inspection Dept.
75 South Frontage Road
Vail, C0 81657
wE ARE SENDTNG You 6
tr Shop drawings
tr Copy of letter
Attached D Under separate
tr Prints
I Change order
cover vta
tr Plans O Samples
the following items:
tr Specifications
.{ 0bservation Reports
12 September 1990 l'"'""'
AITENTIOT'
Dan Stanek
Va i 1 Va I I pv Mpd i ca'l Center -
Parkinq Structure
coPtEs OATE NO.DESCRIPTION
I 8-27-90 11 Bierbach Structural Engineers, Inc. Fjeld 0bservation Report
1 9-4-90 t2 Bierbach Structural Engineers, Inc. Field Observation Report
THESE ARE TRANSMITTED as checked below:
E For approval
0 For your use
q As requested
E For review and commcnt
! FOR BIDS DUE
as submitted
as noted
for corrections
D Approved
! Approved
tr Returned
!
tr
!
Resubmit-copies lor approyal
Submit
-copies
for distribution
Return
-
corrocted prints
!
19- D PRINTS RETURNED AFTER LOAN TO US
REMARKS
SIGNED:
Brenda Harper
COPY TO
tl anctoauraa rra aot rr noaad, tindly aotity rra rt onc..
BIERBACH CONSULTING ENGINEERS INC.
JOB NO.
2067
REPORT NO.
ll
FIELD OBSERVATION REPORT
JOB VAIL VALLEY HOSPITAL PARKING STRUCTURE DATE August 27. 1990
CONTRACTOR G. E. Johnson Consiruction Compony TIME 7:30 A.M.
SUPERINTENDENT Jock Thomos TEMPERATURE 45
WORK OBSERVED:
I visited fhe site to review the woll reinforcing on line 2. All of the reinforcing wos in
ploce excepf for irim bors oround pipe sleeves ond slob dowels which were to be stuck
os the woll wos ploced.
No discreponcies were noted.
OBSERVER Steven E. Bierboch
JOB NO.
2067
BIERBACH CONSULTING ENGINEERS INC.
REPORT NO.
12
FIELD OBSERVATION REPORT
JOB VAIL VALLEY HOSPITAL PARKING STRUCTURE DATE Seorember 4. 1990
CONTRACTOR G. E. Johnson Construction Componv TIME 'l:30 P.M.
SUPERINTENDENT Jock Thomos TEMPERATURE
WORK OBSERVED:
I visited the site lo review the woll reinforcing in the first suspended slob.
All reinforcing wos in ploce ond ihe following items were noted:
l. 518 group on line H wos ploced os #7 insteod of #8's. Cohtroctor will odd
odditionol reinforcing to moke up the shortoge.
2. Beom top bors olong line "G" ot "3" were not the correct depth. Through
some minor odiusfments they were roised to lhe correct elevotion while I wos
on the site. ,
No other items were noted.
OBSERVER Sieven E. Bierboch
Vail Valley mlcaf Genter LtrTT'ft OF TRANSNNOTTAL
181 West Meadow Drive
Vail, Colorado 81657
303-476-2451
Town of Vail Bujlding Department
75 S. Frontaqe Road
Vail. C0 81657
wE ARE SENDTNG You h
tr ShoP drawings
D Copy ol letter
^ rf\(l/,Ittachffi tFfe'1.eU.uto cover via-
E Prints ! Plans I Samples
the tollowing items:
I Specifications
0 Change order F Concre t-e test data
OAIE JOa iro.
L7 September 1990
ATTENTION
Dan Sta np k
Vail Val lpv Medical Center -
Parki no Structure
coPtEs DATE t{o.OESCRIPTION
I 8-8-90 Chen Northern. Inc. - Report of Concrete Test Data' 28 day streng
THESE ARE
tr
w
!
D
!
TRANSMITTED
For approval
For your use
As requested
as checked below:
[] Approved
I Approved
C Returned
as submitted
as noted
for corrections
!
!
tr
Resubmit-copies for approval
Submit
-copies
for distribution
Return
-
corrected prints
For review and commcnt
FOR BIDS DUE
n
19- C PRINTS RETURNED AFTER LOAN TO US
REMARKS
SIGNED:
COPY TO
Harperlt anclorl,rar ,ra nol .r no,a<t, kindlrt nolity rra .t onc..
JOB NO.
2067
BIERBACH CONSULTING ENGINEERS INC.
REPORT NO.
,,rro orru*uot,o* *rro*,
t t
JoB vAlL VALLEY HosPlrAL PARKTNG srRUcruRE DATE seprember 21. 1990
CONTRACTOR G. E. Johnson Construction Compony TIME Z:00 A.M.
SUPERINTENDENT Jock Tho-os TEMPERATURE _
WORK OBSERVED:
I visited the site to observe the reinforcing in the second lift of the T-Woll on line G/3 ond
ihe diogonol woll from line H/3 to G/4, no discreponcies were noted except the following:
o. The 48" bors were not ploced oround lhe ground opening.
No other items were noted.
OBSERVER Steven E. Bierboch, P.E.
ee N^ ?
. \.1
' ttv,. , \;
Vail Valley Uflcd Genter LETTfr @F TRANSNNNTTAL
181 West Meadow Drive
Vail, Colorado 81657
303-476-2451
To Town of Vail Building Department
75 S. Frontage Road
Vail. C0 81657
3$r
WE ARE SENDING
tr ShoP
tr CoPY
Attached D Under separate
fl Prints
C Change order
YOU b
d rawings
of letter
cover vta the following items:
E Plans ! Samples ! Specifications
I Structural Reports
oatE tJoa xo.
24 September 1990 |
Dan Stanek
R€
Vail ValIev Medical Centpr -
Parkinq Structure
coPtEs OATE NO.DESCRIPTION
1 9- 10-90 13 Bierbach Consulting Eng'i neers, Inc. - Field Observation Report
1 9-18-90 L4 Bierbach Consu'l tino Enoineers- Inc- - Field Ohsprvation Rpnnrf
1 8- 10-C0 Chen Northern. Inc. - Reoort of concrete test - ?8 dav strenofh
1 B-14-90 Chen Northern- Inc- - Renort of concrpfp tpqt - 2R dav ctrpnnth
1 g-4-90 Chen Northern- Inc- - Renort of concrefp fest - 7 dav qtrannth
1 q-q-qn Chen Northern - Inc - Rennrt nf nnnrv.efa tacf - 7 dev clr"annth
1 g-7-q0 Chen Northern- lnc- - Rpnort nf cnnrrpto taef - 7 dav cfv.onnfh
q- 1 n-0n lhpn Northern- Tnc- - Rpnnrt nf nnnrreto iaqf - 7 dav cfronnth
THESE ARE
C
F
n
!
!
TRANSMITTED
For approval
For your use
As requested
as checked below:
. Approved
D Approved
C Returned
as submitted
as noted
tor corrections
D Resubmit-copies for approval
tr Submit
-
copies for distribution
! Retu rn _ corrected prints
For review and comment n
FOR BIDS DUE 19- tr PRINTS RETURNED AFTER LOAN TO US
REMARKS
SIGNED:
Brenda Harper
COPY TO
l, ancloautaa r.. not 13 notad, kindly Doaity ur rt oacc.
./" \
'
^rqS
6;*, 1tc$ste
?l-
JOB NO.
2067
BIERBACH CONSULTING ENGINEERS INC.
REPORT NO.
t3
FIELD OBSERVATION REPORT
JOB VAIL VALLEY HOSPITAL PARKING STRUCTURE DATE September I0. 1990
CONTRACTOR G. E. Johnson Construction Componv TIME 7:00 A.M.
SUPERINTENDENT Jock Thomos TEMPERATURE 55
WORK OBSERVED:
I visited the site to observe the foofing reinforcing olong line 4 from line F to line B, ond
the footing reinforcing olong line C from line 3 to line 4. The following wos noted:
'1. The reinforcing shown in footing type 48 did not splice 20'-8" west of line
B, os specified in the schedule. The coniroctor will splice- the #l I bors in
order to ochieve the proper bor length.
No other items were noted.
OBSERVER Michoel Goldstein
EL JVt4 (
6erl
ql ,a.xfi(ou4 '
...,,,,::.,i
. '. *i;ri"it. :
stP 17 i990
BIERBACH CONSULTING ENGINEERS INC.
JOB NO.
2067
REPORT NO.
t4
FIELD OBSERVATION REPORT
JOB VAIL VALLEY HOSPITAL PARKING STRUCTURE DATE Seolember '18. 1990
CONTRACTOR G. E. Johnson Construciion Comoonv TIME 2:00 A.M.
SUPERINTENDENT Jock Thomos TEMPERATURE 65
WORK OBSERVED:
I visited the sife to observe the following woll reinforcing:
Lower lift olong line 3 between line C ond line F.
Lower lift olong line C neor line 3.
Second lift ot the northwest stoir core.
Mony precost embeds, corbel plote, ond dowels were nol in ploce while I wos oi the site.
The following wos noted:
l. Ties in the continuous ledge olong line C were spoced todfor opo*. I told
the confroctor to tighten the spocing to 10" o.c. os specified in the precosi
defoils.
2. Only 2-#9 were inslolled ot the north door iomb shown in Seci. 8/1/14.
The controctor is to odd 2-#9 ond lies ot .|0" o.c.
3. The outside foce horizontol woll reinforcing olong line 2 shown in Sect.
N'l/8 colls for #7 ol 10" o.c., plus #7 X 20'-0'ot 7" o.c. The coniroctor
hos instolled #6 st 5" o.c. in lieu of the #7 ot 10" o.c. This substitution is
occeptoble. The #6 bors, however, did not hove on odequote splice oi
midspon of fhe future opening. The controctor is to odd #7 splice bors ot
eoch #6 horizontol bor. The #7 X 20'-0" horizontol bors hod not been
ploced while I wos ot lhe site. The controctor wos owore of their plocement
requirements ond ossured me thot they would be instolled.
No other items were noted.
o)
b)
OBSERVERee
c)
Michoel GoldsieinVI/H168,/ ,
JAZ,<- r7Jou45
ChqntlNortltcrtt,lrtcf O a,h,urr r^e!......, s<,r,.,.
RF'nElvED REPoRT oF coNcRETE TEST cyLtNDER DATA
sEP 2 I 1990
^l^uunu|t'frrcTrflon,tus'IrA,nE^,rD.r,i!ttvt'-.\lll^'mrs^,[t|nu'll'|'Atll|.l.''rl'lr'wF'fri[ford,nc||[|ot.,,|on|,^lp}|nox(rsr^rrr.''otco||c.t|'ir'^on'-I|'lcis''rE.'!'.l(9,||n'{,ounfl.l!.rtsEn(5t|l\,/t40v,1lltl, t rrrlls (nl|lt ,eiaot!l]||s lrt rart-to lo II wr||||rc.
^
e*- ., u. I r riil-l e'-- cr ...nFit.
t..'i nr. Catl IJA a,/9O
. ,.'i*
..'.,:,, 'riirl;tfl
TO: VAIL VALLEY MEDICAL CENTERAttn: Mr. Dan Feeney
lSL West Meadow Drive
Vail C0 81657
Joo NO. 4 424 90 DATE: 8-10-90
DAILY REPOI{T NO. SHEET 1 OF
rNvotcE No.
PRGJECT Vail V:r1ley l,lcdicai Ccntcr Parki.ng Structurc, Vni. l, Coloraclo.
PLACEMEN Footings on Line 3 frorn Lines C to E.8, On Line C from Lines
2.2 to 3.2 and Grade Bearns on Line G:
MTCI.I T]CKET INFORI"{ATION:
sUpruER }lestern Mobi le InUcK.tlO. 106 'ncKEr No. 011544uU DEslcN po. 23 cu. m, 8
'nME Ir rcltu) 2:51 P.l.{.nME lnRrlED 3:05 P.M.IIME Pr,rc@ 3:10 P.M.
FIEU) TESNNG INFORMATION:
lluE TEsr TN<ol 3:20PM sLuuF5 3/4tN.
JOD SPECnCAnolts SLUUP 0_4rx.
An @tfforr 5.8: wL-r uNr \yEctn L$.7 ect. sAlrPt-E IE P.84o ,^ln rrlr.75o
NR coMrEl{T 5-5t warrn AD0CD AT srE 0 r;or. narurxt 40 of 5 1 vd3
CYLJNDER INFORI.IATION:
tlo. oF cnJNocns (r cnnrorn srzri (rtt x 12" IrM[ c[lNof,6 c. 5T 3:SS P.M. w]tFlt€ clst On-Sitc
CUIIING INFOR},{ATION:
tNrlr L cunE On-Site Ro.D sTotr cE Ftcrunts Shaded MtH./r{ru(. oi\T|:,/n}/E Ar t(IL 8-11-90
o rE srnrpps) 8-11-90 tlr: S, Urton nEta{nK*
AGE
DAt€
TIATE
TESIE
TOT L l.O^I)(tns)DIA},IEIE I
(rnctrLs)NIEA(sa. ril.)
coLlP. STn.
050
T/PE OF
TIUACTUIIE
cYtJlroEtl
waclfl(urs)
C'IUNDFJI
UHlr woc|ff(rcr)
28
28
28
28
8-17=90
8-t 7-90
9-7-90
9-7-90
9-7-90
9-7-90
l:10-,000
105,000
131, oo0
129, 500
L32,500
129,500
6. 00
6.00
6.00
6. 00
6.00
6.00
28.28
28.28
28.28
28.28
28.28
28.28
3890
3720
4640
4580
4690
4580
con/shear
con/she a r
con/split
cgn/shear
con/split
con/shear
OESrcN STR€}IGTH 4000 Psl o 2A D^E
lI.sT:; [t rA)dutorw frFg]|'rn ^na l'r Lr-'(xl0 r.r: lrr rJrl rrtr f rllu |/f.llxxti In{l5s onllJnnit l€rt!
!or.c ||r, orlrr l|oB ort 1116 tlsl t tr$f l{ Y u. l'r(MlxD ItY Ollll.rl3.
PROGRESS REPORT:
Sampled from truck discharge.
Fisher P.eece Johnson Architccts,t"t." Atttl r lvh:. Skip SperrsQry"rlorn Mobi leC.E, Johnson Construction Co., Attn: Itr.
Jack fhomas; Bicrbach Consulting lJngineers
S. Urton T. Laudick
FIELD OOSERVEIT APPRO\ED TT
Chcn$Norl.hcrtt,Inc I conEsTEqcpPY
RECEIVED REPORT OF CONCRETE TEST CYLINDER DATA
sEP 2 I 1990
^tAgvnr^lm0[cTx'.!oo|r'{Tt.T|rrritE^,|o.|,i<.|w\|!lnf'Y'fTs^,n(s|,nr{n'oAslrrfor'Dfl|ru|..,'t(xt'r.Y(rrr,.f|f'f:\l,l|'mll^[i.'r.(r3lArl!.[rtco'|cl|'.ir'6o||'xlnA:tsmo{rn*|.!A,rr,[,|ounrrtr.<xr:..r,nti,ttr"ttirrrrot40rrt'i.trll' urrtlsit oD|lt ,Nrur€lJrl)lls lrlt. raru lo lll wxn|llc,
^
d'!' .. lrl[iii]-le'-. rr c.,rF,*-
r.ri r|.. C||ClllA a/CO
'.rhlu.vt Inql,|*. ..r, Lr-'lhl.
To: VAIL vALLEy MEDTCAL CENTER Joo No. 4 424 90 DATE: 8-14-90Attn: Mr. Dan Feeney
181 htest Meadow Drive DALY RIPORT NO. SHEET 1 0F 1
Vail CO 81657 tNvOtCE No.
PRGJECT Vail Va1lcy Nledical Center l)arking Structure, V:ri1, Colorado.
PLACEMENT LOCA]ION:
Foundation ltlalls in the Area of Lines G to H and Lines ? to 3i
I]ATCH TICKET INFOR}'ATION:
supruEn l'lestern Mobi le mucK ilo. ll7 ncKEr !rc.
t2 t27 P .M . nuE ARRrvtD
Mlx DESIGN M). 23 CU. )O. 8
TluEPL,rc@ 12:55 P.M.TIME IATCIIED
403
p,c{. slJtPtE tc.xt,. 7 1 o AR IU1P. 75 o
g cof. RorAru{r 32 of 84 vd3
FIELD TESTINC INFORMATION:
nuE TEsr r J(rrl :11 PM sLuup 3% rN.
JOo SPEClnCAnolrS stluP 1_4 rN.
NR CONTEI{Ts .3 7 wnr UNr WEctlr142.5
AR coMro,r__ I WAIEA ADDCD AI 5m
CYLJNDER INFOIII'/ATION:po. oF cYlluoeits 6 1:21 P.M. wuFJte c,(sr 0n-SitecJl ntoFR slzli (ll| x 'l 2rt 'llMr cflrNoFlts c^sr
CURING INFOR}"{AT|ON:
TNITAL CURe On_Site RELD sTOfi.AcE FlctUTlEs Shaded MtH./r{ x. oAl[/nME Ar r t g-15-90
oAlE SIRIPPq) 8-15-90 ttt: J. Kloska REII rlK&
ACE
oA1€
DAIE
IESIE'
T TAL LOAD
(u,5)
D TTETEN
(rlrc'r15)^,lEA(sa. ut.)
co!P. sln,
(PsD
T/PE OF
fn crunE
gYtJNOF't
WFJCIIT(uls)
C/IJNDfJI
uNtr wElar
(rrcr)
7
28
28
28
28
8- 21-90
8-21-90
9- 11-90
9- 11- - 90
9-11-90
9- 11- 90
105 ,0.0.0
103 ,000
141, 000
135,000
132, ooo
L35,500
6. 00
6.00
6.00
6.00
6.00
6.00
28.28
28.28
28.28
28.28
28.28
28.28
3720
3650
4990'
4780
4670
4800
coniciL
con/shear
clcnical
con,/stlear
con./shear
con/shear
OESrcN STR€NGTH 4000 Psl o?6 t)Als
lI5lS |It l,rlrdUrofiy Fftisartftn xtr |rl r/_ryrtwrf, t.llll rrlrl l)rl f a9||r rrlllntti lrfrl lfs onlt rf,l3{ llolfD
!o!( ftr ulrl lx)]l oll lllts llsl lltl'oflr ! Y f[ ffKMtXD w Ollltns.
PROGRESS REPORT:
Fisher P.eece Johnson Architects,t"'t- Atttt r Mr. Skip SpensQ;{s51sTn lvlobi lc
G.E, Johnson Constructiorr Co., Attn: Ilr.
Jack Thonas; Bicrbach Consulting Enginecrs
J. Kloska T. Laudick
RELD OI]SEIWEII APPRO\€D t}T
ChcntlNorthcnr, Incj
Pt:lrtvFn
REPORT
sEP 2 | '.1990
o
LINDER
'tralu.{ ligl,E! .^.1 !.|-rtht.
OF CONCRETE TEST CY DATA
flrnitntD al lra (orrtoll,tw ltftrltrrv or olrn clrt'|lli rr|o lmfnl/ltEol rY|.l t'lnia-
E nt:i(lMD Fffr|)lr|: OUn ||'ttllttl fJrlllor/A- sAll't l:r lvrtl' lr|; OBFo'ir-D Oa ^rlti tlsll,|C rlas 4 vunul ln('rtcTr to d rrfl1. T [ FrrE r,|o (lrtt<n vt-\ ftl iamr t r,rrnorr (r slltfuttrrs. cor|ct ltix'.Ft on at(lta:ts rrr)|l rn rtc^r{tro oun fiLfixts4orrrllrtJr urrtllill qn|t']i ,nrqr|o{l|tto' l,rt ,aritto to [l rrttlolc.
^ Ena- ar u..lXtff-le.-. d .o.n {,,r.
roa .,o. Cg(llg l./0O
TO: VAIL VALLEY MEDICAL CENTER JOT] NO. 4 424 gO DATE: 9-4-90Attn: Mr. Dan Feeney
181 West Meadow Drive DATLY REPO|{T NO. SHEil1 OF 1
Vai 1 co 8165 7 rNVolcE No.
PRGJECT V:ril Val1cy Nlcdi cal Ccnter. Park:ing Str.ucture, Vai1, Colorado.
F'LNCLMENT LOCAIION:
Foundation Wal1s, Line 2 to 2.5, Line B to B,5;
I]ATCH TICKET INFORI./ATION:
suPruFx Itlestcrn Mobile nucK.tto. 117 ItcKET l.$.01 2014 uu DEslcN Mr. zs cu, lo.8
nuE &ArcltED 1:13 P.M. rue lJ{rfvF-D 2:L1 P.M. T|uE pLrcs) ZtZO p.M.
FIELD TESTING INFORMATTON:
TruE TEr ru<eu 2:30PN{ sluup 3k Ain cofnEln4 , 4 : wEr uNr vlEo tT 145 . 8 pa.
^n coMErT4-g:(wAlEl ADDED AI SITE 10
SAJTPLf ]EMP. 80o AJR TE!P.
col. nOl^RX.* 52 of g0sr.lJuP0_4
[{.
lN.
800
vd3JOO SP€CtFlCJ\I|Ol{s
lztlCYUNOE'I INFORI.,{ATION:lo. oF cyt.rxo€Rs (.r rm nroEn srzE 6rr llME .'n tND[r{s ss1 2:45 P.M.wHFxE cAsT On-Si te
CURING INFORIIATION:
lNlIuL cunE on-site Ro-o sron cE rrcrunLs shaded urN.,/u^c o TfnuE AT r,^& 9-5-90
oArE SIRIPPE) 9-5-90 8r: S. Urton RIrr nKS
AGE
I)AYS
D ]E
TI5'TE)
T('I r- l_oAD(lrs)D[r.rETrJl(rrct|t5)Nlt./\(so. n.)@uP. sTn.
(P5D
'l'/PE OF
t lilcTunE
CTUNDER
w€roltT(urs)
c rl"lt,roFnul{r woG T(rcr)
2B
28
2B
2B
9- 11-90
9-1.1-90
10-2-90
10-2-90
10-2-90
10-2-90
103,000
102,500
6.00
6.00
6.00
6.00
6.00
6.00
28.28
28.28
28.28
28.28
28.28
28.28
3650
3630
con/sp1it
con/split
oEsbN srRo.rfl}l 4000 Psl o 26 r)^E
rBls try wto|t^totTY rt nsarDrn lnt tt LrJ)nu rrcr wr|[ ^t{l rrvr f afll. r.rtllfln Inlrtf,s orrlt.rrf,r,( ttoltl}lor]t D{ olul tl.or olt ttrs [st &U!nt x y nc lwltx-D lt/ olllurs.
PROGRESS REPORT:
Fishcr P.ccce Johnson Architccts,t"'tt Attn r Mr:. Skip Spcnsq11"r1"r, MobilcG.E. Jolurson Construction Co., Attn: l*lr.
Jack Thomas; Bierbach Consulting linginccrs
S. Urton T. Lau<Iick
RELD ODSEfWEII APPRO\€D ['T
'' ThcnerNortlienr, I nc.a
. .-.,,.."1:tilF
--- tl i: lU E i)
.., r,.'i' sFp 2 | lgg0
o
LINDER
'J||Eltlrrl [^{1,h. ..r, s<l-n,tt.
REPORT OF CONCRETE TEST CY DATA
lii
TO: VAIL VALLEY MEDICAL CENTER JOO NO. 4 424 gO DATE: 9-5-.90Attn: l*lr. Dan Feeney
L3l lrlest Meadow Drj.ve DAILY REPOI{I NO. SHEEf 1 0f' 2
Vail CO 81657 trwotcE No.
PRGJECT Vai I Valley llledical Ccntcr l)arking Str.ucturc, Vzri1, Colorado.
Second Leve I ,Line G to Il,Line 2 to 3.6;
I]ATCH TICKET INFOIIIV|ATION:
sUpruER fles tern Mobi le mwx.flo. 114
7:56 A.M.
ncKEr No.01 2048 ux DEtcN l.lo. 25 cu, \9. 8
nuE ARRTVID 8:05 A.M. TIME pr,rcE) 8:10 A.M.
FIELD TESTING INFORMATION:
TluE trsr r,rr<or 8:20Al"t sr-uup
JOB SPECnCrnot.|s suJuP
5 rx.
tN.
Nn cor{rEr{r2.4: wEr uNtr wuor 150. 1 sA,rpLE TEM;,. g60 ,rtt rUe.650
i\lR coMIDlT 4-g I WATEII ADOID Ar Sm
CYUNOER INFORI,{ATION:
|ro. oF cyljflo€ns (r 6" x 12"lru[ cntN0fl6 (r5T B:35 A.Il. wtFJlE c^sr On-Site
CURING INFORIJATION:
lNnul cuRg on-Site RE-D sron cE F cturlEs Shaded MrN./MNc MrE/nuE ar La& 9-7-90
D\IE SIR|PPm 9- 7-90 IIt: S . UTton REuAtlKs:
couP. sTR,
(Psl)
NIEAsa. rlr.)
28.28
28.23
28.28
28.28
28.28
28.28
conicdl
conical7A
28A
28A
284
284
9- 12-90
9-12-90
10-3-90
10-3-90
10-3-90
10-3-90
170.000
772,OOO
6. 00
6. 00
6.00
6.00
6.00
6.00
50.00 PSI o ?0 Mrs
tll;lll |'' [AprAlolw Ft lrttr|lnl llt ul ,aa]()fl(rlr!1t: fflrl rritf)ttt lsl! trlllx)tn Innli: onlufllS[ lloIID
:x!t |lrt(x lK]tt olt |ltt5 ttst ltr\xlt ltY l{ flt(Moclt ra olllur5.
Concrete was sarnpled fron pump hose;
S. Urton T. Laudick
FIELD OI]SETWER APPROIED II/
Fisher I'leece Johnson ATchitccts,LUrlLr Attr'' r Mr. Skip SpcnsQ;{s51grn l"lobile
G.E. Johnson Construction Co., nttn: Nh'.
Jack'l'hornas; Bicrbach Consulting llnginecr-s
rs^.,u|lA,'frcTl}.lDcl|'!Tlt||fFltilE|'|od,it.l\^r\,rlnlmrns!.rI|,'n.n'DAlll|r.or'rrx'.nr|nrr''nr'('.t,nct[t.fs.,,|orr,|,^|r'ox.r<t^|rU.f!ico'(lt,.irt^o[lxttlc|f'rio{.|.ttrl€^,|t''l|ounl[f'tts6nl5(|Mo.t||o.r€oU4nl|l(ll!|A..:our'tlll.l, u||tl3s ollrc^ ,,rn rqJltxts ,Jr[ Arn tn to rt| wH|lDlc.
| 'n6.' o. rrliilf]-lc.-- or G.i,ra{-
.ori Fo. Cljfl llA a/eo
-.ChcnONorthcnr,Inco
REPORT OF CONCRETE TEST CY
o
LIN DER DATA
'arhru.? lnglr|-.r ..{ 5.r- Fr.
TO: VAIL VALLEY MIDICAL cDN'TI]IIAttn: Mr. Dan Fecney
L81 West l'leadow Drivc
Vail CO 81657
PRO.JECT Vai 1 Vall cy lr,lcdical Ccntcr l)nrking
J00 NO. 4 424 90 DATE: 9-5-90
DAjLY REPOIIT NO. SHEET 2
rrwotcE No.
StTucture, Vai1, Colorado.
OF
l't ,\CLMENT LOC^I ION:
Structural Deck, Second Level, Line G to H, Line 2 to 3.61
I]ATCH IICKET INFORIJATION:
suPruER lt/estern Mobile Tnrrx lto. Il4 ncKrr No0l 2062 uu oEslcN |rc. 2s cu. to, g
llME lr^Tclttr) 9:07 A.M. nME RnrvTJ 9;20 A.M. TluE pLcED 9:i0 A.M.
FIELD TESTING INFORMATION:
TluE tEsr r,v<or 9:40Alr{ sr_uup
JOO SPEctnclnolrs suJuP
lrJn corrrclfi 3 . 0 = wEr uNrr wLlotr 149 .I pct.
NR CoNTOIT 4-gIwArEn ADorD AT 5m 6
5A,r,rpLE 'tEtr'. B0o ,rtt rnrr,. 70o
col. na,teRxr 200 of 200 vd3
'l tN.
tN.
CYUNDE'I TNFOIIMATION:
llo. oF Grljtto€Jrs 6 c.n ntoflt stzr.- 6rr x 12'' ruE cruNDFRs c,\sT q:5S A M wlrEnE cA5T on-Site
CURING INFORI,TATTON:
HtD L CUne On-Site nEl) SIOR^6E Ftctuncs Shaded MtN./r{N(. 0 tE,/nMe AT t/^lr 9-7_90
D{rE srRl@ g-7 -90 [rt: S . Urton Rtr RX*
AGEtxE T)ATE
IESIE)
lqr L Lo\D(rrs)DI^VE'IrJI
(rrrclr[5)NTF
(sa. ril.)
couP. sTn.
(P5D
I'/PE OF
fllrcTunE
CI1JNDE'I
WfJOTJT
(tus)
crllNDan
uNlr wEla r(Pco
7B
7B
288
288
28
28
9-12-90
9-12-90
10-5-90
10-5-90
10-3-9 0
10-3-90
166,500
l-63,000
6. 00
6. 00
6.00
6.00
6.00
6.00
28.28
ZB.28
28.28
28.28
28.28
28.28
sB90
J I IU
conicdl
con/split
OF.SNN smo{flll 5000 PSt o 20 t)^'rT
II5IS tr/ LAlgt{rOtW nlngrl,n ^rt or ralrxr(|,.,4l firrr rtfir.Arrf rslv ua.lrntr:i rn4l:5 olllltraE( tloltD
9O![, |l{ oaol tptt olt r[5 tlst taulofit lr Y t[ tn(^4o(l, w olllul5.
PROGRESS REPORT:
Concrete was sampled frOn pump hOsel
n^orr.e Fishcr Reece Johnson Architccts,
Mr. Skip Spenst;ys51srn Mobi 1c
G.E- Johnson Construction Co., Attn: Mr.
Jack Thomas; llierbach Consulting linginecrs
T. Laudick
RELD OBSER/ER APPROVED W
r3^vunurFq'rc1Y'.loct|fNT3.I|f'rnrE^'|l'o||il'|vlY\rltn''$'t1sl'{s|mvnrr'Atl||f.o''[x'.lwr'rx-frr'(ro|,nc|[ln!,,|olJ'nr|,^l$|no.r:s'^'r!||'jql(lr'El|'tir}6onrnnA:ls''l.|t..nl|c.^,||,|{|ou[at'no.l|3Bnl:it,Glorfl|r||'|cl.:ovl\ltLl, ur|rts3 qn|I]r rarwqjrlrfl3 lr( roftfr.D to tt| wx|l|rrc.
^
tuF.' d rbl FiiT-l g'., of co..F.r..
..n'r ro. CsttIJA a./eo
ChcnONotlltcrn Irra
..,tu$DEtvEo Repont
i'-'" sEP2ll99o
OF CONCRETE TEST C
'r.Fll,6? lrtnE. no4 i.t-tht.
DATA
JOU NO. 4 424 90 DATE: 9=7-9-0
DAILY REPOtil NO. SHEEr] OF 1
|twolcE No.
o
YLINDER
'*$1
TO: VAIL
Attn:
181
Vai I
PRo.J€CT
lt l rrullAr FncrrcTrrf m n rrats. l|r Ftr|lrc |,|or!(trr.r SlatfurtrtS corri |tittal on txtr!:rs rrrtuiounlnD ur4tls on{.| mMrrouruns !r. r.Jrt to
^ '-6- o, u.l fjlf f I e.-. .r .o6F.rr-
.car rb. cr.fl lJ a/CO
Sttrrcturc, V:rjl, Colorado.
Foundation Wall, First Leve1, Linc C to G on Line 2;
VALLEY MIDICAL CENTTII
Mr. Dan Fecncy
West Mcatlow Drive
c0 81657
Vai 1 Va11ey lr,letlical Ccnter parki.n
BATCII TICKET NFORMTION:
supruER $lestertr Mobi le muc{_}ro. lL7
4:03 P.M.-.nuE E Tcltq)
ncKrr No,0L2129 MX oEslclt M).
nME lRnrcD 4:20 P.M. TtuE
23 cu. ro. 8
PLlcF! 4:30 P.M.
(rrl3,l \/l-\ atl nrFniTi ltrf
an |'t crrtrrrr' oun Ft.I\'ttsto tr ru. rrrc.
.,t,ln{lnttt A.i rt aorttt)ftalut nrrlnIY or (|rn clIfn.'\E nlittM0 rtllt)lllC Olrtl rtlllltll !!|-lrova.t- .'i^!n l:i W(L
lrlD l|mrtnr^rDr mat ,rrri tl-lrj t L3Foir-n or rrlln ltilurc 11
ruE rEs'r r ,xEx 4:40 PM sLUMp S J,/4N.IJR @rfrElrr 7 .2zwEt uHn wocrtr 143.5
AR CoNID{r 4 - g I WAIER ADDTD AI SrE
sarPlf, ]EMP. B3o ,qt reirp.850
,3o
Joo sPEClnCATlOllS sUJup g_4 lN.col. n n nX,* 72 of
lro. oF ctIJNDFJ{s 6 c.n lrrlrtt srzr 6tt x 12tr ltur cruNDflts cA5T ,1 .wllFJtE C./\5T 0n - Si tc
CUITING INFORI,{ATION:
NlIuL curE On-Site Rq, srofil6E F/cctLntEs Shaded u[r./MA(. MrEn]/E ar r,,rl" 9-8-90
Ir rE SIRIPPID 9 - 8- 90 [tr: S . Urton nEui\fiKs
D[ r{t_Irja
(NCr rLs)
6. 00
6.00
6.00
6.00
6.00
6.00
.,
1
28
28
28
28
9-14-9"0
9-14-90
t 0=5-90
10-5-90
10--5-90
10-5-90
105,000
107,000
28.28
28,28
28.28
28.28
28.28
28.28
conieal
conical
oFSrGN STR€I|GIH ', dnnn Pst o ?d rl^Y:i
ll.sls rt wpulotft Fllffro,n rrr Ir a{.r:fi(rvlif filr
^ri1|.:A,l I /rtr! rrtrlnrr ullrl:s oll Jra.Lif }roltD
3O!( frt orur rK){ ol| |116 rLsl rtriofiI r. Y tt fn(Mou] Itl oll[.n5.
S. Urton T. Laudick
FIELD OBSETWER APPRO\GD TT
Fishcr l'.cecc Johnson Architccts,ttt'Lr Attn: Mr:. Skip Sllcns!1y"51orn MobilcG.E. Johnson Construction Co., Attn: lrlr.
Jack Thomas; Bicrbach Consulting linginccrs
sEP 2 | 1990
NIE
5{l. llr.)
28.28
28.28
28.28
28-28
28.28
28.28
7A
IA
28A
28A
2&
2BA
con/split
crcnical
9-L7-90
9-L7-90
r.0-8-90
10-B-90
10-8-90
10-8-90
1L4, 500
116, oo0
6. 00
O.UU
6.00
6.00
6.00
6.00
4000 Pr,r o?o rAYs
llSIS E/ L^l(,l IOltY it ltifrlrrn rnl lll ra,r)rY{t^rr:t- i,1lrl ^tt'1L/lrI rrrv r,tllnlti tn{ l;5 OllllJlrll3{ llolfO
!r!(, trruu t|or ott ll|l5 |LST ,nr.qll uY r( r,n /rx-D ua olllulS.
Concrete was sampled frcrn the hose of the purq:.
S. Urton T. Laudick
RELD 0I]SERYER APPRO!4:D Ltf
Fisher P.eccc Jolurson Architccts,vtrrEJ Attrr: Mr. Skip Spcns{;g"=1"rn lnlobilc
G.E. Johnson Constluction Co,, Attn: Mr.
Jack Thomas; Ilierbach Consulting [ngirrccrs
OI. CONCRETE TEST C
TO: VAIL VALLEY MIDICAL CEN.ITRAttn: Mr. Dan Feeney
181 l{cst lrteadow Drive
Vail CO 81657
Tnrrcx. lto. 54
12:55 P.M.
1.K,. 23 cu, Yo. I
T|ME PLACg) 1:20 P.M.NME TIATCHq)
FIEI.D TEST]NG INFORMATION:
TruE TEsr r^,(ot L:30PM sruup
JOO SPEC|F|GAnOI|S SUJUP
ol. AJn
IN.
^JR
S/\JrPLf 1fr,rP. 70" ,Vtt
c{!1. nE}r ru{s 40 Of
lEun. ggo
228 vd3
'lrut: cniNr)r1rs c,\5T L : 45 P.ttl.wtEl{t C,\tr 0n-Sitc
RE'I) STOllircE r^ctunEs Shaded
nr: S. Urton
MlN./l{,r0(.
nElr RX&
()^Tl:/nur ar wr 9-11-90
'atAtrlpt L^1tar 6tur kl-trt ..
DATA
Jor.l NO. ,l 424 90 DATE: 9-10-90
DALY ITEPOI1T NO. SHEET 1 OF
- II'NOICE NO. I
o
YLINDER
PRGIECT Vail Vallc It'le rl i ca 1 Cctrtcr Parki.ng Stnrctu rc , Vai I , Col or:rdo.
toN:Footing on Ljne C frcrn Lile 3 to 4 and on Line 4 frcrn Line B to G;
IIATCH IICKET INFORI./ATION:
sUpruER l{estern Mobi lc llcxEr No.01-2122 ux ocsrcu
nME finrvtD 1 : 10 P.M-
2le CONIE'IT 3 . 1 : wEr uNtI wtrcllr14B.4 pct.
CONTOIT I WATEN ADOTD AT stTE
CYUNOER INFORIVNNON:
uo. oF c;rl, oERs (r rmnrrrrn st7r. (r" x 12tl
CURING INFOIII,{ATION:
INrHL cuRE On-Site
o^r€ srRtPPa) 9-11-90
^!^r,vrru|FFr'tTcTrr.ro.t''tf's.nrh'nEl,roo,i<l|\4+\,|!nlmfrs^,{:3t,nr.rnlDAtI|r.o''rxr,lufF|(Flnfor.t,ncl[rr':\l}l|'^rml)(|,
m
'1oifrit|tt9tr.tlco'6tnf'6on'xt|t,.jIs7rr'rf.'|F|G^,||}|'t|oUnn[r.('||:i|3nt:it.'Mo|.I'lo||lounJ.rrD u'|tlss oor(]i ,aArrqlt {ts !rl. rarltlo Il [r !rH||ltr;.
I .- $' .. rrl iliir I e..- .r c6F.'-
..,rr .rr. Cr.(lllA a/to
-.. Chcn*Northcnr,lna
TO: VAJL
Attn:
181
Vai I
PROJECT
VAI,LEY MIDICAL CENTIJIT
Mr. Dan Fceney
Wcst Mcadow Drivc
c0 81657
NME BATCIITD
; wr-r uNrr wuon147. 0
tr w^ftR D0CD Al 5m
pcf. SALll'LE TEMrr.
rkl. nEMA lcs:
70" AJrt rf)/P.Boo
Mr_ Cn |l,rDots C ST wuFJrE cl;r On-Site
o^rrnrME ar wr 9-11-90nO, sTotl 6E FrrClUIlEs Shaded
tlf: S. Urbon
UIN',/M X'
nD,uSKS
CYIJUO€nulttr tYtrc| (r
(l,cf)
ll^r,U[|l^t'nr'rclYr.m.l''rs.I|rFl'tt|E^,|.'o||3l|vt-r|tln''nnl3r'fit|f|it|trr'Ai'rf.o''trN'.lutrrr'!r'rf'orrl,nc||ll:\mxt'nrtlUl''t3.c.'Et|,ir'rtonl!|'^l..Ts||loU.nn|.:.,|||''Q{,n[l'N'l|.''rtn|..|ttclo|-f'|txr6or,^aov'!|f.nl, ut{t3l onfi-'i l,t{lr&tjruals lrll |.rnlD lo [t rr{ lt|;.
I En - .. u.liiif f lr-. .f .o.n .ir..
a''n r... Cltt lt a/t'O
o
YLINDER
Vai I Valle l,lcdi ca I Ccnter Parking Strtrcture , V;ri I Colorarlo.
Footings on Line c frcrn Lile 3 to 4 and on Line 4 frcrn Lile B to G;
I.]ATCH TICKET INFORMTION:
sUpruER l{cstern Mobi lc rnrrc(. rro. 54
3:19 P.M.
FIEI.O TESNNG INFORMATION:
TrME tsr 1a1s{ 4:00 PMsluu€ 3/4ru. arn corntrn3.4
.K)o sPEctnannol{s SUrUp 0_4 tN. IJR COMTE}TR_s
CYLINOER INFORI,{ATION:
tKt. oF cnJrDF.Rs (r r;rl nrorrr srzr:6n x lztl
CURING INFORIIATION:
INITUL CUTE ON-SitE
(ArE srnrPps) 9-1L-90
REPORT OF CONCRETE TEST C D,A.T,A
JOr.i NO. 4 424 90
DAILY REPOI{T NO.
rNvotcE No.
rcKEr No. 012188 Mx DEsrcN M).
nuE IRRvED 3:30 P.M. ruE
'a,brl,^1 [r?rit-.. .., :<r-'lr.l.
DATE: 9-10-90
5HETT 2 OF
23 cu. \o. I
pr,cctD 3:40 P.M.
/\Jlt(sa. n.)
28.28
28.28
28.28
28.28
28.28
28.28
couP. stn,(5r)
4070
4160
T/I'E OF
r&ACTUnc
con,/split
conical
7B
ID
288
288
288
288
9-17-90
9-17-90
10-8-90
10-B-90
10-8-90
10-8-90
1"15,000
11,7,500
6. 00
6.00
6.00
6.00
6.00
6.00
4 000 Psr o ?o rA\T
n.sns fi l/|fEtAIOfiY Fl tF.JFrrm lnf ltl ^arIt{t^rr.f, firll rt'nr-rlrf irrtv r"llrotta tn4 t:rs OllltJr a:4 tloltD
3{)lt[ |lrrwrr^lnfl olt ll1l3 ll5r l[troall 14, rf rftlr'llxD ra olllulS.
S. Urton T. Laudick
RELD OI]5ETWEII APPROVED [IT
Fisher P.cece Johnson Architccts,ttt'tt Attn , Mr, Skip Spcns!;g"t1"rn l*lo5i lc
G.E. Johnson Construction Co., Attn: l"lr.
Jack Thomas; Bicrbach Consulting Eng,inccrs
ChcnONorthcnr,In{
To: VAII,
Attn:
181
Vai I
PRo.JECT
T]^TCIJ TICKtrT INFORI'IATION:
supruEn ltlcstcrn Mobi le
nuE 0ATcl|@
^tAUtmu|'i(fcrYHbnrxTill|f|i''rtE0|l'drfi'|\^v\||ln'mn't!{l|'n.lr'DA.trrr.o|'lD|',tw.tf'!'|f|r.l,|lc|ldirh'.(rs|r|I!'',tt|1.t||c|t,ii'6on'It[r.'tf.'nuonn|.:^,'|'roounc|.f'r|sr,nt[,M0
4ourunD urrtul onn| Arn r!(ryulnl l,ri ,.rrlto lo |rl t{oltlc.
^ ,6.r- .. rr.l iltr-T'le.-. c. coraro r
VALLEY I'IEDICAL CENTIR
Mr. Dan Fccncy
West Mcadow Drivcc0 816s7
REPORT OF CONCRETE TEST CYLINDER DATA
FFnF'tvFD
0C,t I I 19gS
'trElllq a^o!b.. n,il r<l'{t t.
Joo No. 4 424 90 otJE:9/26/90
DALY REPORT NO. SHEET 1 OF1
[{volcE No.
rc. 23 cu. YD. 8
IME Pt,fcD l.:00 PM
Vail ValIc It'lcd i ca I Ccrrtcr I'trrking Stnlctrlrc, Vail, Color:arlo.
JION:Foundation wall on N. side of structure;
muc{ uo. 119 ncKrr r.ro.01-2541 uo ooon
12:48 FM nuE lnnn/ED L2:45PM
FIELD TTSNNG INFORMATION:
Tfu€ TET T xo{ l:07PMst-uup 3 w. atn @lnE fi 6.4: wrr uNr lrEo rr 740.2 pct. s^rlpLE 'IDrp. 69oNlr lEl{P.75o
Joo sptctncAnol6 surlp tN. Nn coNTon r wATEs IDOED AT SIIE 5 cot. RELqnKs:
CYUNOEII INFOIIIVIATION:
tro. oF ciyljlDens (t rtn ptr)Elr slzr (rtr x 12"IruE c rNDr,rs (a5T 1:15 PM wtmr cAsr on-Si tc
CURING INFORMTION:
fNIIUL CUIE on site Ro_D sTon cE r.rctu'nEs w[./Lr^;t. o .ttAuE tt vta g/27 /go
n^rE srnlpptD 9/27/90 rr: J. HoffrrEn nEu nKs:
7
28
2B
28
28
Tn'c oFllctune
ocn/split
con/split
70/3/90
L0/3/eo
L0/24/
L0/24/9
L0/24/e
1.0/24/
78,000
92,500
6.00
6. 00
6.00
(r. 00
6.00
6.00
28.28
28.28
28.28
)9. )9
28.28
28.28
DFsnN SrnElr6nr 4000
nsnr rt uDqulofit rtl mtrolr'l ,trt t', f.r:(tttrvrcf. *llrt rttl rrt|t f ^rl! r.;-tlxxti lrrll l1: on(-rf ljf lK)lto
SOrt ||ru|ral|or| ort 1116 ltsl ,.|ltrQ{lt u Y l!. l'llsvlo(D fi ollltJlS.
J. Hofftnan T. Laudick
FIELD OOSEIWER APPROVED t,I/
Fishcr P.cccc Jolrnson Arcllitccts,--t'to Attn r Mr. Skip SpcnsQIsslsrn Mobilc
G.ll . Johnson Construction Co., Attn: Lh'.
Jack'l'homas; B.icrbach Consulting llnginccrs
tri| 15. Cr.tl lJ l/CO
lll!iltr!:---'rr 1 l
I
I.lil
{
JOB NO.
2067
BIERBACH CONSULTING ENGINEERS INC.
REPORT NO.
16
FIELD OBSERVATION REPORT
JOB VAIL VALLEY HOSPITAL PARKING STRUCTURE DATE September 27. l99O
CONTRACTOR G. E. Johnson Construction Compony TIME 7:00 A.M.
SUPERINTENDENT Jock Thomos TEMPERATURE 45
WORK OBSERVED:
I visited the site fo observe the first lift woll reinforcing ot the southeost stoir core ond the
first lift woll reinforcing olong line C neor line 4. Line C forms were "buftoned up",
therefore I wos unoble to review this reinforcing. The following reinforcing hod not been
ploced when I wos ot the site:
o. Jomb reinforcing ot the
b. Woll reinforcing olong
construction ioinl.
southwest corner of the southeosl sloir core.
the southeost diogonol from the stoir core to the
c. Stoir core dowels oi consfruclion loint.
d. Closure ties ot vorious locotions.
The following wos noted:
'1. 2-#11 iomb bors shown in Sect. C/1/12 were not in ploce.
2. 2-#7 bottom bors shown in Sect. N1/12, Secr. C/l/,|2, ond Sect. A/1l10
were not in ploce.
3. &terior bors olong line 2, north of the stoir core must splice ot midspon
between floor levels. Interior bors must splice ot the floor levels. At vorious
locotions olong line 2, the longer bors were ploced on the interior foce ond
the shorter bors were ploced on the exlerior foce. To correct the problem,
the controctor is going to splice on exterior bor onto the short exterior
verticol reinforcing. The exterior splice bor must extend from midspon firsi
ond second level to midspon second ond third level. This fix is structurolly
occeptoble.
No olher ilems were noted.
OBSERVER
f r:.:ri F,r I
ac TW
Chen€Nortlrcnr,lncf o
REPORT OF CONCRETE TEST CYLINDER DATA
',t-rltLq trlLre .od S.l-rlht.
TO: VAIL
Attn:
181
Vai I
PRGJECT
JoB No. 4 424 90 DATE: 9/28/90
DAjLY REPOFT NO. SHEET 1 OF
VALLEY MEDICAL CENTER
Mr. Dan Feeney
West Meadow Drivec0 816s7
R EC E IVED
t)cT r I 1990
Vai I Valley t'ledical Center Parking Structure, Vai1, Colorado.
Foundation walls, Ljnes 3 to 4 on Line C and Line 3.5 to 4
between lines B and C;
supruEx Western Mobile rnwx Ho. 119
IME BATcnED 1:20 Pu 1:30 PM---- ruE pLcal 1:50 PM
ncKEr Noq
nUE ARRlvtD
TluE IESI rrXet 2:05PM St-Uup 3 w. ern corm-rr3.8 : WEr UNr wocrn 147.3pcr. sAlrprE TErp. Ggo AR TUlp. Z5o
Joo sPEctnctno s su,rtp 0-4x, ,^rn coNIEnr 3_5 I wArER ADD€D AT sm cot. Ran n(t
Mr. oF cnJNoERs 6 crtnroEn srzE 6" x 12'r ltME cruNDERs crsr 2:20 WL wHBE cI5T 0n-Site
CURING INFORMATION:
NrIuL cuRE On site Ra.tl sroR cE FlctunEs trailer MN./,J,$(. o rE /TluE AT rr& 10/1/90
oAtE srnrppED L0/L/90 By: S. Urton REraRr(&
7
28
28
28
28
t0/5/e0
ro/s/eo
LO/26/90
LO/26/90
LO/26/90
LO/26/sO
125,000
123,000
6. 00
6. 00
6.00
6.00
6.00
6.00
28.28
28.28
28.28
28.28
28.28
28.28
sonical
conical
oEsrcN rR€NcrH 4000
ESnl F LXEI^TO|II FfFlrrom |nt |'r a{jt..frr('^rr:f i1TI ^rrflt(7vr f a9lr, lf.lrxr:i lrtllEs on[ rYE( lprfD
5O||( lNtorna^llofl or lr|t3 rlst t|l.rro.t|.Y tf ttl(Mt {, ItY ollrtnS,
PROGRESS REPORI:Concrete was punped into tJre forms, sample uas taken at, ttre tlald<.
S. Urton
REI.D OI]SEfil/ER
T. Laudick
APPRO\ED SY
.^orrc Fisher P.eece Johnson Architeits,
Mr. Skip SpensQ;y"r1"rn MobileG,E. Johnson Construction Co., Attn: Mr.
Jack Thonas; Bierbach Consulting Engineers
t3^!unAt'Fl|lfcTnlonr[niI['r|riE^'od,i3f|'vR^|l[r'Ytt's^,rr3|,nqrntDA3n[.,r'!d|.lwi.l|dT'rT'oro,'tc|'|f||Ts.ioflrsr^|Tu'rts'c.r€lJr.ir'ritoirx|lA:ntr'W(nlllu,'o||rj|ounFftvtTsBnLt(F!aDr|ro[counwN||lt'l^,r'sK'vrr.3^r,|.l3w|t!qour\In, urt|ts ontt ralu'|qlE|{rs l,l1 fcrtlD to trt wtfl|ltc.
^ ,''i.- .. rrl E[.f-]c'-. .. co.n qrr-
t.rrr f5. Cr.f,l IJA a/CO
a n.
I
Vail Valley Mlcat Center LffiTf, @F TRANsnnOTTAL
181 West Meadow Drive
Vail, Colorado 81657
303-476-2451
Town of Vail - Community Deve'l opment
75 South Frontaqe Road
Vail, C0 8'1 557
OAIE JOI xo.
3 Auoust 1990
at.r€NlroN
Dan St-a ne k
RE
Va i I Ve I I ev Modi ce'l Cenf cr -
Parkino Structure
D Plans E Samples
the following items:
tr Specifications
6 Test Reoorts
WE ARE SENDING YOU h
tr Shop drawings
tr Copy of letter
Attached E Under seoarate cover via
! Prints
I Change order
as checked below:THESE ARE
tr
R
tr
n
!
TRANSMITTED
For approval
For your use
As requested
n Approved
B Approved
I Returned
as submitted
as noted
for corrections
tr
-
D
Resubmit-copies for approval
Submit
-copies
for distribution
Retu rn
-corrected
prints
For review and comment
FOR EIDS DUE
tr
19- D PRINTS RETURNED AFTER LOAN TO US
REMARKS
coPtEs DATE NO.DESCRIPTION
7-l R-90 Chen Northern - Concrete Test Cylinder Data
SIGNEO:
COPY TO
,t ancloautaa ata nol aa noaGd, lindly noaitt/ u{t gaca.Brenda Harper
Chcl0Northcnr,Inc !'trElu.2 Lah-i ..i, S.lqtht.
JOB No. 4 424 90
DAILY REPOT{T NO.
ll.IVOlCE NO.
PROJ:CT Vai I Va1ley lvledi cal Center Parkin Structure, Vail Co l orado .PlJ\c:Footings, Lines CC+10r6tt
Line D
to Line F+10r0'r on Line 2; Load placed at
(lA,Un{Fk''rcllr.mnr[T3.I|fF'FEr,0ot|kl'lwallL^.'r('v's,,lrs|nrfl|lr'Al|||..o'rrfIl..uti.'rdIrn(r.r,nel[lfa',,|An|,^'p',n.i..r5^'T!tt.'s.c/r,E1|6l'.toi'xt.Aitsmov.,||.l.u,I'r4oi,t'tt..ro(|36nt:itfuotl'rD[6o,atr||||t'|rP|'tl(r.aou^tn, urrltst ollll.i fanlretl|uMts ,rtt' rcat to !o |rt wtrtl[rc.
I E'rv .. rrl r riiil r.-. .r c..q,-,-.
..nn rb. :utlllA a/3O
..:
p6gs 7-18-90
SHEEI 1 0F t
REPoRT oF coNcRErE rESr cyLtNDER DATA ffigiged
I AUo z rgqn I
TO: VAIL VALLEY MEDICAL CENITRAttn: Mr. Dan Feeney
181 West Meadow DriveVai.l CO 81657
BATC:I TICKEI INFOR|/AT|ON:
suppr ER ltlestern Mobi le TrcKEr M,. 011064 ,JX DEsrcN r.lo. 23
nME Ap1r!,p 2:40 pm 11uE pt1cs)
TluE :ET T l(ol 3:00pm 3LUuP3 3/4tH. ,rrn colfiFJfT 5.7: wEr uNn wEcln L39.0 pcr. s,i^npt.E T[xp. 75 lr torr. -65
JOo s PECIflCAIOIrS SLlJuil-4 tN. A1R CoNTEfr 5-5r wrrrn ADDED Ar sm -0- cot. natgK& 56 of 88 ydJ
cYUt.DER tNFORrt{ATtON:lxl. o: cyljrDFxs (r r,tt ntorlr stzr: (r[ x I 2rr ' uf (;r1'tNDflls C^ST 3 : 15 pm WltEnE c sr 0n - si te
CURI}.G INFORI,IATION:
tNlrUL CUne on-site
o TE 1-Tpfpps, 7-20-90
RE,, s*rrucE F/\crLmEs under insulation..... ,.....MlN.r/[rA(.
913 S. Urton RElrAflK&
oArEnuE AT u&7-20-90
ACE
tAtis
7
1
28
28
28H
28H
o$rcN STRET.TGIH 4000 psr o ?a rx)6
rt.s|s ot LAOqulofiY Fr R3ttDm lftr ll |.trrl(r|,{f w|rr|
^Fn r/^ri f rltu uf. r)rn urr||ls o|rrl_rrdr4 l|()lto
lorr€ [{ u|r|al|or| o ltrs rfsl nrro{lt l^y rI- fltqutx-o ltr oIrur3.
PROG;IESS REPORT:
.^or,.e Fishcr P.eece Johnson Architccts,""' ' '- Attn: Nlr. Skip SpensQ;ysslsrn lrlobi lcG.E. Johnson Construction Co., Attn: Mr.
Jack'Ihonas; Il.i.crbach Consulting lingincers
7 -25-90
7-25-90
8- 15-90
8-1s-90
8-15-90
8-15 -90
conic4l
conlca I
6. 00
6. 00
6.00
6.00
6.00
6.00
_128 , 000
L25,000
28.28
28.28
28,28
28.28
28.28
28.28
S. Urton T. Laudick
REI-O OB5ER/EII APPRO\ED gT
lrcnt)Not'tltcrtt,lna O ^.-.,,,.e, L,raL*.6.n:..,,.,h,.
REpoRT oF coNcRETE TEST cyLtNDER DATA RF^'..f rrl
+.. 7tT C
sF) .t7 i9"q0
VALLEY MEDICAL CENTER
Mr. Dan Feeney
$lest Meadow Drive
co 81657
Vai I Vallcy lr,ledical Ccntcr parking
Foundation Walls, 0-151
F.8 to J;
TO: VAIL
Attn:
181
Vai I
PRO.JECT
Jo8 No. 4 424 90 DATE: 8_8_90
OAILY REPORT NO. SHEEr 1 OF 2
INVOICE NO.
Structurc, Vai1, Colorado.
Above Footings, Lines 2 to 2.3 and Lines
UATCH TICKET INFORMTION:
suPruER Western Mobilc m,ct(-ilo. 54 rcKEr No.0114S4 MX oEslcN M). ZS cu. \o. g
nUE !!^ICHED 1:4S P.M. nME lRnrtED 1:5S p.M. TtuE ptACED 2:00 p,M.
FIEU) TESTING INFORIJATION;
TtuE tEsr rp<or 2:15PM suuup 4% rN.
JOB SPECtnCAnolE su.ruP 6_4 tN.
AIR coNTUrr 6 . 6; wrr UMT wEcrr 142 .8 pcr.
AR coMENT 3-SIWAIEfi ADD@ Ar srE 10
s^r, ,l-E TDJ|,, 80o JR tcue.75o
Oot ROIARXA q6 of 96 v.l3
CYUNDEII INTORI"TATION:
tKt. oF GnJNDtiRs (r rfl fltoFjl sfzE 6tt x l2tl ruq cruNo[Rs c6t 2:50 P.M. wflFJtE c4sr Qn-sitc-
CU'IING INFOR}IATION:
lN[uL cuRE on-site FEL' srcnrcE FlcttmEs shaded MN,,/r{Nc o rElnuE ar r.rL 8-9-90
t) rE sIRtPPg) g_g_90 E: s. urton NE}IARK&
AGE
oA)€
D^IE
IES'IU'
Iqr^l r.olD
(r.Bs)
D|^r|EI|:JI(['lorE)i\rtr,,\(sq. N.)
couP. sIR.
(P5D
TN'E OF
'IIACTUNE
crul{ogt
v/Elol tT
(urs)
qfuND€R
uNfI *t}Grn(rcr)
7
28
28
z8
2g
8=15 -90
8-15-90
9-5-90
9-5-90
9-5-90
9-5-90
88,5 0.O
89,0.0o
121 , 0.0.0_
_119_,0.00.
Ll8, O0.0_
_120 | 0_0.0
6.00
6.00
6.00
6.00
6.00
6.00
28,28
28.28
28.28
28.28
28.28
28.28
3130.
3150
4280.
4270
4f80.
4254_
con/shear
con/shear
con/sp1it
shear
shear
con/she31
OFTbN SIR€N6ru 4000 PSI o 26 D^\s
|Isnl At l^Odl^lolfv tl rrStom aftf lrr r.r.frto rr:t w||rr
^ry'l
l:/vrf arl|r xf.ll(trra In{ l:is otllufaaE{ tlclltogort F4uor rx)r| oI l||Ei rLsr &.l!fll r{ Y rl: Insvl0(, ttt onru€.
PROGRESS REPORT:Concrete was sanplcd from truck di.5charge.
Fisher P.eece Johnson Architccts,vvr-rLJ Attn. lvlr. Skip Spcnseyr1"r1"ln MobileG.E. Johnson Construction Co., Attn: Mr.
Jack Thomas; Bicrbach Consulting Enginecrs;
S. Urton T. Laudick
RELD OI]SETYER APPRO\ED IIY
A3^r,Un4''ot'cTl|{m6''.'3,I[Fl|tlE|'{'d|i:t7|v-rItnl'\'tT3^,|lrs|m!'r|'r'Aq'lrfo''rofl|lwn(F'rrYordmc|[|.r\,,oxml'nl^no,lln'irl.
'!(,.o.nAr!lI?s't.,.t.|c|t,'tn3on'x|'|4|s,lt){f.tc|,|u'r|ouflt.ltt'lt!6nt:it|Mo.tl|t'll|co{,'tix||lt'|^'A..iovFrrrrt, urlt.ss on(t l,trurqluas
^,i.
rf.atao lo tr| sx[ttrc,
^ E s- .. tLl iliiilF.. or co'7onrr
..'n f.G Cr.Ct tJA a/eo
.'.
. *.rr.-i-i3i-.
n 't Chen€Northern.lnco
REPORT OF CONCRETE
Cd:fbt &|crir| &a ,batu
PI.ACEMENT OBSERVATIONS
Al A rl'n||t FEt"ClDl ro c(lxrl tg]l!! E ao (|.Rrrwtr. Al tr'([rr |Jlt t rrrnD a! nr co]rr[xrut pn(f'rrrr (r qr! ct a).rsi |,.| amrcnorrE|{ ^ll pttrtr!-ffiS^,Ifl$ffffi. .a Eil*A-d;i'iiiitrrs 6 rrrrnflo lriri€ -c!n -:t.rrrrlr leptwA- sa?rr: ru-r uror.o cr rrru rtrnc c
.-. VAIL VALLEY MEDICAL CEN'I'ERAttn: Mr. Dan Feeney
181 West Meadow DriveVail C0 81657
PRorEcT vai'l Vallcy Me<lical Center parking
Western SPElFEAIp$ts: Sujl,tp 0-4rl
SUPPUA Mobile !H t.D. Zs
JOB NO. 4 424 9n DATE 8_8_90
DALY REPORT NO. SHEEI 2
$ryotcE No.
Structurc, Vai1, Colorado
ryr
AlsE}tT TEllp€RAruRE MNGE 7_SoF _
OF
IESTt€.mrq(t{L TtcrqTt{t TIUE
oArcHg)
- TIUE
AMryD
ntJ€s ltPLq)
nE\ourTptl
@UM'M
IfOIN
REIOUTIOTI
@{JNIEN
couPt-EIlor{
CUIrc YAGttto/
CIJUUI.AII\iE
WAIB AOOGDq ur$3
1 54 0LL454 1:45 PM 1:55 PM 2:00 PM
TESTt{I slr,lp(tr.)lfr uNn
IECHT
(Pcr)TAD CO}ICREIE
IB.PE-
R^TURE
c4
REgAfo(s
1 4
pROCRESS REpOm Teclrnician tested the concrete placed inqorthl{est corher of the building.- Thc contractor fequestcddrscharge and the aiT test fron"ihe tnrcx.
the foundation walls in thethe s lump taken from the hose
- Fishcr l{eece (-ToEii3onGliffis,
CoPIES 411n; Mr. skip Spcnst;G.E. Johnson Construction, Atin: Mr. JackThomas; Bierbach Consulting Enginccrs;
lVcstern Mobi le;
S. Urton T. LaudickntlD oBSER1/ER APPROVED El/
A 'r-'.?, -[lttij-l'r? l -,|'dr..
7rt ,a.. CYtl lao ,f,/to
' .. I_':'-,.*14:.i.4-
Vail Valley ttfcal Center LETTG OF TRANSNNOTTAL
181 West Meadow Drive
Vail. Colorado 81657
303-476-2451
TO Town of Vail Building Department
75 S- Frontage Road
Vail, C0 81557
wE ARE SENDTNG You 6
O Shop drawings
D Copy of letter
Attached E Under separate cover via
D Samples
the tollowing items:
! Speciticationsfl Prints
E Change order
E Plans
Sl Cnncrptp Tesf Resrrlts
OATE JOa
10 Auqust 1990
Dan Stanek
VVMC - Parki no Struct.ure
Concrete Tests
coPtEs DATE NO.DESCRIPTION
1 6-29-90 4-424-0 Chen Northern, Inc. Concrete Test Data. 28 day results
I 7 -25-90 tl Chen Northern, Inc. Concrete Test Data. 7 day results
THESE ARE
tr
q
q
D
!
TRANSMITTED
For approval
For your use
As requested
as checked below:
! Approved
! Approved
X Returned
as submitted
as noted
for corrections
tr
!
o
Resubmit-copies for approval
Submit
-copies
lor distribution
Return
-corr€ct€d
prints
For review and comment !
FOR BIOS DUE 19- ! PRINTS RETURNED AFTER LOAN TO US
REMARKS
SIGNEO:
Harper
COPY TO
ll ancloaut.a .ra noa .t noaa.t, kitrdly noartt ua ,t onca-Brenda
VailValley fcd Center LETTft @F T'RANSNNIT'TTAL
181 West Meadow Drive
Vail, Colorado 81657
303-476-2451
ro Town of Vail Buildinq Dept.
75 s. Frontage Roa.l
Vail. C0 81657
WE ARE SENDING YOU p Attached D Under separate cover via the followinE items:
D Specifications
t-(
tr Shop drawings
tr Copy of letter
tl Prints
E Change order
'E
20
JOa l|o.
Auqust 1990
AT'EI{TI ON
Dan Stanek
VVMC Parkino Struct
E Plans E Samples
fi Cnncrefe Tpst Cylinder llata
coPrEs DATE NO.DESCRIPTION
1 7 -12-90 ltren Northern, Inc. - Test Data, 28 da,y strenqth
THESE ARE TRANSMITTED as checked below:
tr For approval
p For your use
D As requested
D Approved as submitted
! Approved as noted
C Retu rned for corrections
n Resubmit-copies for approval
! Submit
-
copies for distribution
! Return
-corrected
prints
E For review and commcnt !
tr FOR BIDS DUE 19- tr PRINTS RETURNED AFTER LOAN TO US
REMARKS
SIGNED:
COPY TO
,t.ncro.uaaa rta not ar notad, hindtlt notity ur rt onc..
.. ) r Qhcnt)Nor1hcnr,lncf O ruq ('eL-r 'r s<r'rrr'r'
rt REPORT OF CONCRETE TEST CYLINDER DATA
Jori No. 4 424 90
DAILY REPOIIT NO.
lwolcE No.
PROJECT Vai I Vallcy l'lcclical Ccntcr park.ilg Str.urturc, V.1i I , Color.do.
To: vAIL vALL[y MEDICAL cEN'tDnAttn: Mr. Dan Fceney
181 Wcst Mcadow Drivc
Vai 1 CO 81657
sHEET UT
RECEIVEO
AUG 2 0 rg90
,^r" rtr* I
PLACIMENT LOCAI ION:
Footings at Lincs G-3.7;
TIATCH TICKET INFORMAION:
suPruER Western Mobi le
nuE BATCI|g)
rlcKEr No. 010.926 MU DEf,tcN |ro. 24 'cU. yo. 8
TffiE ARntv€D 2220 p.ltl. ,lE pucED 2:,2s p.M.
rnucK lto. 116
2:72 P.l"l.
FIELD TESNNG INFORMATION:
TIME lEsr TA(o{ 2:20Pt\t sLUu6 S/4 .t.arn cotgrrriT.l ; wEr uNrI wucHf 141.1pcr. S lrprI TEI{,. 80O ern reirp. 90O
^R
coNrEfi4 -6 IwAIEt ADocD AI sm 0 ,;rt. RorunKs 72 of 296 ydsJ()o sPEclFpAnot6 suuP l_4 lN.
CYLJNOETI INFORT'\TION:
tKt. oF cnjrloctls 6 rin DI)Ftr s,r7ri 6rr x 12rr llut: cn,Nr)rlrs c^sr 2:45 P.M. wHFIf c^sT On-Site
CUtllNc |NFORL{ATION: Under Foam
IMTIAL CURE On-Site RA1; sron;6E F/^CtLfnEs Insulation MN./r{Ac o rElnug r ur47_13_90
IUTE SIRIPP€D 7-L3-90 I'Y: S. UrtON NE}I/VIKS
AGE
IAt6
(ATE
TESIE'
Tgr L l,(uD(uts)Dt^}{ETrjl
0r,rclr[5)
NIEA(sa. Dr.)
col.tP. .tn.
(|3t)Tfl'E OF
HrrcrunE
CruNDF'I
wt)01tT
(Llr5)
6-ruHtrJt
uHIr wno r(Pcn
7A
7A
284
23^
28A
28A
7-19-90
7-t9-90
8-9-90
8-9-90
8-9-90
8-9-90
131,000
131 , ooo
155 ,0.0.0
15 4 , O00:
L5 2 ,00-0.
L47,0.00.
6. 00
6.00
6.00
6.00
6 .00
6.00
28.28
28.28
26.26
28.28
28 -28
28.28
4640
4640
5480
5450
5380
5 200
con/ shear
con/shear
con/she4r
con,/ shear
con/ shear
con/she ar
OESrcN SIRF.NGTH 5000 p$ o ?o n'16
n5rs g/ (Aguaoftl Fl o:r'ro{l lnr |lr fatl)ntqrr,t rrnl ,rit r,r,l f l:rlu ],t_llf,rtri In4l55 ollll-rrfl3r lrcltosor( |trt ofur^llot| ()lt ll 5 rLsit r|t|ronl rqr fi: fluvruu, w ollllrl3.
PROGRESS REPOKI:
Fisher P.eece Johnson Architcct,s,ttt't- Attrl , Mr . Skip Spcrrst ; $les tern Mob .
G,E. Johnson Construction Co., Attn: Mr.
Jack Thomas; Bicrbach Consulting Engincers
S. Urton T. Laudick
FIEI..D OI]5ERYER APPRO\ED $T
li^yunulFri.'Ictr'.'o.:trr{:t.D|fAftr,,oGltr.lvl\,tlI'm(TsMf:'|l,'n{|.lloA.lft|l..o''lrx'rnr|..'r'tnf'oro|mc|''dSlX{rsf^l'u'ml./l'ct|,.ir',to'lx!'r.:rs'flot|o,ttlG^,n,'i|ou,lll..\).{|3.in|.t't'Drl'mo$o|,l'nt|!tl|^,im('/A.:'nl;t([tovr\r.rtl, t rrrl5 qn|jtt ,etr |tq!urt3 |,rt A;nt lo ro ur s'H||||r;.
a E.c- a, rrl ijEle.-+ .r co.Fr.nr..
ac.'r r,.. Cutl ll^ a,/tto
'.rElur, L.t!-r tr.{ :rl-rl,.t., ChcntlNorthcnr,lnl O.-t ,.I REPORT OF CONCRETE TEST CYLINDER D,ATA
To: VAIL VALLEY IIIEDICAL CENTIjR Jorj No. 4 424 go DATE; 7-Lz-goAttn: Mr. Dan Fccncy
181 l{est lrleadow Drivc DALY REpOt{T N0. SHEEI 2 OF- 3
Vail CO 81657 tl'ryolcE No.
lF*9C,1 Vail Valley lvlcdical Centcr park.irrg Structurc, Vai I , Coloraclo.
LOC./\t tON:
Footing At Lines G.3 - J.5:
BATCH IICKET INFORI/ATION:
supruEs Western Mobile
nuE oATclrD
rlcKEr No. 010936 MK DEslcN l.lo. 24 .cu. 111. 8
nME NiltvtD 4:00 P,Ml- TIME prrcu) 4:10 P.M.
tnucl( ilo. 118
3 :45 P.M.
FIELD TESTING INFORMATION:
ruE TEs'r rexor 4: 20PM slyp 4Lz
JOO SPectnc^not6
s,rrrPL[ rE,rP. 80o ,ttt rorp.80o
cor. nEu R(s 152 of 296 Yd3
aln cornun7.0;wEr uHrr wudrr 142.Sp"r.
AtR CONTE}{r 4-6 I W rEn ADD@ Af sm 12
[,t.
tN,SLUIIP r ,r
CYUNDER INFORI.,IATION:
1xr. oF ci\1JNDF.Rs 6 6n x 12rr wUERE c^sr On-SiteluE t;nrNo[,rs rir!5T 4:25 P.M.r ttJt)E t st7r,.-
CURING INFORITIATION:
INITUL cuRE 0n-Site RED sronfcE r c[mEs Mt]t,,/M111. oATEntuE Ar r & 7_15_90
0 IE SIRTPPED 7-L3-9O tlr: S. Urton nEl/i\nxs
AGE
oA)s
rATE
TESIE)
ISTAL I.O^D
(r.os)
DUr1flrjl
0rrcl1t5)
Ntr(sa. ur.)
couP. sTn.('3r)TTPE OF
TII,ASIUIIE
CTUNDER
wFJorr(urs)
crulrDFJl
uNlr wflct fr(l"cr)
7B
7B
288
288.
288
288
7- 19-90
7- 19-90
8-9-90
8-9-90
8-9-90
8-9-90
121 ,000
116,000
145,0O0.
L47 ,AA.O
t48,0oo
144,0O0
6. 00
6.00
6.00
6.00
6.00
6.00
28.28
28.28
28.28
28.28
28.28
28.28
4280
4110
5130
5200
5244
5100.
con/ shear
con/ shear
con/ sheat
con/shear
con/sp1it
con/shear
orsrcN sIRENGnl 5000 psl o 26 11ts
IIJTS E t^lrc.r^lolL rl R--!aro4l ^'l ttr Ml(rr(|^rr:f wtrr ^rrli) rrl- l:lu |lt_lrntra rrrnt3t ollllJrAtj{ l()ltD!or.t I'lt orlr{ r|orr olr ||t3 tlst fifllol|l ruY t( rnuvl(xD rr onrtls.
PROGRESS REPORT:
coP,Es li;li:' il::':*i;'$:l.l;"[:::::,,,",.
G. E . Johnson Construction Co. , Attn: lrlr.
Jack Thornas; Bierbach Consulting lJnginecrs
S. Urton T. Laudick
FIELD OI]sEF/ER APPRO\ED ITf
ls^Ul,!|u|..'{'ll6lttlndr'Jtlt.n|'F,i|i^,mo|ia'|vt-!rttnlmrY'tr'''s|n!n'oAt'||r.4r'D|'|lwFr|d'l'w(rotnc|,trn.\|,DxmllI,^mxil't'i'l.
'r.rn^''|,.',rlco'{l|6t'nonrnrA:Ilr'F'q.nqc.^,4,['|oUnllnF'3Baritt|v|D|.t|ll''$o(,'jti|||t|t'|AIA,4ovnlltrt ur{lJs olrltt taf,r}lo0|rons ttl'. r{JlitlJ to or $R||[rc,
r Fnr-.f *lID* o, c.nrrdib.
ao.tr r.o. CYCIIJA a/CO
'a,Elltq l.ntL*. nF, :{l' t.t.', : ChcntlNortlicnr,lna O
.l'\'. REPORT OF CONCRETE TEST CYLTNDER DATA
To: vAIL vALLDy MEDICAL c[NTrn JoD No. 4 424 go D TE: 7_Lz_g0Attn: Mr. Dan Fcency
181 l{cst lrteadow Drivc .DAJLY REpOt{T NO. SHEEI 3 Or- 3
vai I co 81657 lrworcE No.
PRGJECT Vai 1 Vallel l.,ledi cal Center Parking Structurc, Vai l, Colorado.
L0cAItoN:
Foundation lltall at Lines G . 4 -2.5 t
tlATCH TICKET INFORMTION:
supruFr Western Mobi.le Tnuq( r.g.
TUE rI^TcHq) S:JS p.M.
119 1611E1 1p,010952 uu DEslcN uo. 80o .cu. yD.75o
nuE lnRrvED 5:50 P.Ml ruE pr.rcD 5:S5 p.t"l.
FIELD IESNNG INFORMATTON:
lfuE rEsr rl<et 6: 05Pl'l stuyp 3t<arn corrctn7.0:wEr unn wocrr
AR CONTETT 4 - 6 r WAIUI ADDED AI SITE
pct. SAI|PLE TEXI,.
10 itol. no/,c x&
tN.
lN.
80o IJR TElrP. 75o
256 of 296 vd3
JOD SPEClflCAnolls sl..uuP 1 - 4
CIIINDE'I INFORM^TION:
lr,o. oF cyt JNDFIS 6 fn loflt stTt:-(r" * 1.2"tlUE cnlNofrrs c^sr 6:20 p.M.utrnE c,$Ton-Si te
CURING INFOR},iATION:
NII!{L cuRE On-Site Ra, sroucE acrLfncs MrN,/yNc o rElntE Ar w! 7-13-90
Ir E srntPpg) 7- 13-90 Ity: s. urton Rr_[^nKs
ACEo)€oirE
]ESTEI)
ntr^L Lo^I)(|js)DIA},IEIl:JI
0norL5)
Artr/\
(sq. Dr.)
couP. sTn,
05t)
TTPE OF
f tt cTUnE
CI1JNDEN
wFJolff
(Lrrs)
c/ulrof-n
uNlt y.ncl r(rcr)
7C
7C
28C
28C
28C
28C
7- 19-90
7-19-90
8-9-90
8-9-90
8-9-90
8-9-90
131,500
130,000
164,0n0
166, 0.00.
L6 8 , 000.
160 ,000
6.00
6. 00
6.00
6.00
6.00
6.00
28.28
28.28
28.28
28.28
28"28
28.28
4650
4600
s800
5870
s940
s660,
shear
shear
conical
con/shear
con/s hear
con,/shear
OES'CN STRETIGIH 5000 P!,t o 76 tlE
n.sls El t^Dqt^l()lw il tt:i.tlrnl {r ttl Lr:rno!r',f. rtlll lrtt'l l)al|. t l!:lv ,lltl l(tlta lttll t53 Olltl rfllEr tlotto
sor.t mu|rr r|o|| oll llIS tlst nlt.ofu u v n. flK,r'rou, ur o tutt.
PROGRESS REPORT:
Fisher P.ecce Johnson Architccts,t"'t- Attrr: Mr. Skip Spcnst; Western Mob.
G.E. Johnson Construction Co., Attn: l,lr.
Jack Tlrornas; Bicrbach Consulting linginccrs
S. Urton T. Laudick
RELD OI]5EfiVEIT APPRO\ED IIf
ltAr,UnulrrF('rcrl'.tDc|rrf1r'fF|lnt^,roon3'|vr'\||tll'F'r'sr,r{..'|'nr!|r'nAtf|rr,|'rr'l|lwF|(|..l'tlYor
'io'.o.n^lrg'''l3'c.}rt|l'i|.t6on'xl.!:rs''ov.nxt.:.r,rt,|r4ourit'n0(ti6n|:l,MDrt',|)|'fo{ltliovnt llrl ur'ttl:l olr(t aFF^r|cu/u,t5 lr[ !:'nto lo 0t sntt|t|c.
I Eic- .' rbl rirrlls.-- .r c..n ..rr-
rca *o. CutttJA t/to
l|
' 181 West Meadow Drive
Vail. Colorado 81657
303-476-2451
To Town of Vail Bui]d'ing Department
75 S. Frontase Road
Vail. C0 81652
WE ARE SENDING YOU S Attached E Under ssparate cover via
tr Shop drawings ! Prints tr
u Copy ol letter E Change order fl
THESE ARE TRANSMITTED as checked below:
Vail Valley UOcaf Center LETTO @F TRANSNNMTTAL
Plans ! Samples
Concrete Test Resu l ts
the following items:
D Specifications
E For approval
E For your use
E As requested
O For review and commcnt tr
N FOR BIDS DUE
fl Approved as submitted
E Approved as noted
E Returned for corrections
Resubmit-copies lor approval
Submit
-copies
for distribution
Return-corrected prints
!
tr
tr
19-_ ! PRINTS RETURNED AFTER IOAN TO US
REMARKS
oaTE I JOt t{o,
29 Auqust 1990 I
ATTENTION
Dar
Vail Val'l ev Medica'l Centpr -
Parki no Structure
Chen Northern Test Results -
Job No. 4 424 90
coPtEs DATE NO.DESCRIPTION
1 7 -26-90 Chen Northern. Inc. - concrete test results- 28 dav strenoth
1 8- 1 0-90 Chen Northern. Inc. - concrete test rpsrrlts- 7 dav strpnoth
8-14-S0 Chen Northern- Inc- - concrete test- rpsrr] ts - 7 dav strenofh -
CORRECTED COPY
SIGNED:
COPY TO
,t .ncroturaa a.a aot ar noaad, lrindlyt notity ut at oaca.Harper
'rrElu.? lroLh. nn i.l-tt t., '. Chcn*Northcnr,lne O
RECE;1,'ED REPORT oF CONCRETE TEST CYLINDER DATA
Gz9t990
TO: VAIL VALLEY MTDICAL CINTTII
Attn: Mr. Dan Fccncy
181 West Meadow Drivc
Vail CO 81657
JOr.l NO. 4 424 90
DAjLY tlEPOt{r NO.
tNvorcE No.
;,;r;-l
sHEtrT 1 OF 1
PRGJECT Vai I VaLley lr,lcdical Centcr Par-king Structurc, VaiI., Color:rdo.
PI.ACEMINT LOCAIION:Footings on Line 2 from Line B to Line C;
I]ATCH TICKET INFOR}/ATION:
suprurn Western Mobi le muQ( o.
1:02 P.M.
46 ncKET |lo. 0L1223 Mu oEsrcN No. 23 cu. lo. 8
NUE INrc}IED nr|E RnMED 1:15 P.M.lluE PI,ACED 1 :30 P.M.
FIELI) TESflNG INFORMATTON:
TluE IESI ilxt}t 1:45PM 3LUuP 4,
JOo SPEC|nC nO S slrrtP 0-4
I.t.Arl @llTE lT 5.5; wtT uNlI wElctrr L42.9 pst.
i\.,R coMIElrT 3 - 5 X WAIIR AODCD Al SITE 0
sAupLE TEM1,. g0o Ntt IDrr,. ggo
col. neruru(a 48 of 112 yd3tN.
CYLJNOEII INFORIvIATIOI'I:trl. oF ciljlrD€tts (r .tl lltf)F,t litzE 6tt x 12tl Mr: crtJNDflrs c.\sr 2 :00 P.Il.wltERE c^5T on-Sitc
CU'IING INFORITATION:
tNtrtAL cunE On-Site Ra-o $onrcE Flcllnlrs Shaded MN.,/! (. o tr.-,/nuE Af tNL7-27-90
oAtE srntppcD 7-27-90 or: S. Urton RElrr.nKsl:
AGE
o^)1s
(AIE
If,sIED
Igr l. r.(r l)
(urs)
Dt uElt._irl
([,tclt[5) rtrA
(5A. ur.)
couP. sTR.
0,sD
't'/Pr oF
TIU\CTUNE
C'UNDER
WFJOI IT
(urs)
CYUHDCN
uNtr wltcl fr(i"cn
7
.7
2B
28
28
2a
8-2-90
B-2-90
8-23-90
8-23-90
8-25-90
8-23-90
96, 000
9 7,000
124,0_0.0
127,50A
125,5 00.
125 ,00.0
6. 00
6. 00
6.00
6. 00
6.00
6.00
28.28
28.28
28.28
28.28
28-28
28.28
3400
3430
4420
4510
4440
4420.
shear
conical
con/she ar
con/sp 1it
con/sp1it
con/shear
DF;ICN STROIGIH 4000 t'st o 7d nAE
|IJl3 At t^Xtr^lorrt Flnsrrr'nl ant Dr a(/rrto rr:f. wrr'| rrr!nrrif rst|r ltllni,i lnntj5 olllljrill'f llolfD
sor[ firurt lx]tl orl llltS ltt Rtrtoftl tlAY ll- I'nwl|rtr, tt ollluls'
PROGRESS REPOKT:
^^hr.r.+ l:isher Reece Johnson Architccts,ttrtLJ Attrr: Irlr. Skip Spctrstlygr1.r1 l*lobilc
G.E. Johnson Construction Co., Attn: Mr.
Jack Thonras; Dicrbach Consulting Enginecrs
S. Urton T. Laudick
RE[.D OI}sEM/ER APPROVED []Y
A3^uUnr^r'.oc[gTr'.mfjt|'l|Ti-If'rrIrE'md,i<.t\4\,|ln''Y,|tl!l,{.ll,'rr.n'DAql|f(or'rD('.ll^tnnYinrYf,rd,ncl[lo:\,'lom||^[no',('tl^tf!'l|Ecol'cI|'iD..lo[nl'A:lt|ll.'Un.lnt':,JrI'|rf}
4Qunr.[t uxtr5tl ollltl fafwol9uos rr,rf, Lrnu) Io ul ltr'llllllc.
^ -.r' ., rrl iliri-ls,-. or c..rr.nr-
toar r5. Crr(llJ a/lo
I ChcnilNoilhcnr,lnf
RECEIVED
AUG 2 I 1990
TO: VAIL vALLEY MEDICAL CENTDRAttn: Mr, Dan Feency
181 West lVcadow Drive
Vail CO 81657
PRGJECT Vail Val1ey llledi ca 1 Ccntcr:Ptlkintr Structurc Vai. 1 , Color:rdo.
Footings on Line 3 from Lines
2.2 to 3.2 and Grade Beams on
REPORT OF CONCRETE TEST C
'^'dt}'' [/^jt .. n'i, :<t'n'.t.
DATA
JOLI No. 4 424 90 IIAIE: 8-10-90
DAJLY REPOI1T NO. SHEtrr 1 OF 1
il.NOtCE NO.
C to E.8, 0n Line C from Lines
Li.ne G;
o
YLINDER
I]ATCH TICKET INFOITI/ATION:
sUpruEfi Wcstcrn Mobi le
nuE nATatq)
nucK ilo. 106 TtcKEr N0.
2:51 P.l.{. nMe ARRTVE!
011544ux osror
3:05 P.M.
No. 23 cu. \o. 8
lluE PUCED 3:10 P.M.
l
FIELD TESTING INFOR}/ETION:
nuE lEr r r(€x 3:20PM sLUuFS 3/4tN.
Joo SPf,CnCAnot6 SUrUp 0_4tX.
NR col{lE}|I 5.8: wEr UNII wEc}lr L43.7 pcl.
,.UR CoNTENT 3- 5r WAlfiR A)D@ AI srE 0
s^lPu TElrP.84o ,U rei+,75o
cot. RurARt(* 40 of 51 yd3
CYUNOER INFORIJATION:trr. oF c,11,trD€Rs 6 rfitr{t)F,t stzti (rtr x 12tt lruE c[rND[ts c,t5T j:35 P.M, rv]rFnE c,rsr On-Sitc
cutilNc lNFoRl,{ATtON:
lNtrul cuRE: on-Site Rq, grotrlcE F^cunEs Shaclecl utN,,/LrNc c.,lTE/nrlE er wr. 8-11-90
oArE srRrpp€D 8-11-90 o/: S. Urton RE r\nKs
7
28
28
28
2B
8:17=90
8- 17-90
9-7-90
9-7-90
9-7-90
9-7-90
con/s he ar
con/she ar
L10-,0.0n
105,000
6. 00
6.00
6.00
6.00
6.00
6.00
28.28
28.28
28.28
25.28
28.28
28.28
4000 Psro 2d rA\6
|ljIS C/ l/l|XrUrofit Fr rr!.r[[r
^,|a
||l rarfitA't:f- r|lrr rr.|'i rrlrf ^:llr,
rrr-rrrolt'i In{l;3 onltrral3r- lloltt
3O!t |M Olll{ llo o llll3 lL9l lau!{ll u Y t[ flrgv'llr{, ItY olllut5.
Sanpled from truck discharge.
S. ttrton T. Laudick
RELD OI]SERVER APPROVED Iry
coprEslt;if ',|;ii"3nii"l,l:l,t;,::'.::.',"*,r,,"
G . E , Johnson Cotrstruction Co. , Attn: l''lr.
Jack Thonas; Bierbach Consulting [nginecrs
r3^Uu'll.|mfcTrmn['n3.nk'\'FE^,['drE3't\'..r|lnlmrrtl^,'f'.n,m!nlDA.itlr.o''l|o|'rnr|.tl|d''|l.or.r,nct|l'.lno{l'.tlArfIfIrs!colri|,il'6o|t'Y|'l.:lt'rw.'l|.|.:l'r|n'''olI{|.!5Fl
4ovnlllD lJrttls olr|ti ,arw|,ulDfls lrr1 l.Jll_l_u lo lrr wrrlrlrc.
^ E't!' d -l rliij-['-- or c-.Fir..
to.n lrr. C!.el IJA r,/0O
CftcntrNo1ftc11r,lpf COFECTEDQOPV
- RECEIVED REPORT OF CONCRETE TEST CYLINDER DATA
'^talll.4 l^'rnl-'r .d, :€l-{r.t.
AUG 2 I 1990
TO: VAIL VALLEY !II]DIcAL CENTIRAtttr: Mr. Dan Fcency
181 ltlest Mcadow DriveVail CO 81657
Joti No. 4 424 90 DATE: 8-14-90
DAILY ITEPOITT NO. SHEtrT 1 OF
INVOICE NO.
PRGJEGT vai I V:rllcy lrledical cctrtcr parki^g stlucture, Vai I , col or.clo.
Foundation Walls in the Area of Lines G to H and Lines Z to 5..
I]ATCII TiCKET INFORI,,{ATION:
sUpruER Wcs tern l'lobi 1e rnucK lro. LL7 rcKEr No.
12:27 P.M. nME
^lrRtvfD
403
-:
Mrx oEsrcN l.ro, 23 cu. tD.
TluE Pt ACED 12 : 5 5
8
P.M.IME [ATC'Ig)
FIELD TESI]NG INFORMATI0N!
lruE rEst r,rxer 1 :11 pM sluup
JOB SPEGtflCAnOlrs suuP
J4 lN.ArR coMrFJ{ts,3 : wEr uN|T wr]c]rr142.5
NR COIITE}{T-- I WATIN ADDED AI SrIE
pct. SAIIPLE TCrl,'.
8 Gol. ng/ ncs.
7l.o AK rrrr,. 75o
32 of 84 v,13
CYLINDE,I lNFORl,li\1'lON:
tro. oF c.yl DIDFRS 6 rill rrr)F,r stTri (rrr x 12rl 1 :21 P.M. wHr-nE c^sT On-Sitc'lruE cntlrofns c,\57
CUIIING INFORI/ATION:
lNlru|. cuRL On-Site RaD SIoIrAcE F.ccluTtEs Sha<le<I Mtn./u/o(. oATE/nttE Ar I J. 8- 15 -g0
oArE srnlppg) 8- 15 -90 Ut3 .I . Kloska RErariK*
AGE
OAYS
IATE
lEslE)TgrAL r.O O
(urs)
Dt ).rf;TrJl
(r,rq rE5)Afi[A
(5A. H.)
couP. 51n.
(Psl)
TrPr-_- oFflt crunE
Cr'L,NDElt
wrJcrir(ujs)
CruNOFJI
UNIT WI]GI IT(Fcr)
7
28
28
2a
2B
8- 21-90
8-21-90
9- 1L -90
9-1r.-90
9- L 1-90
9-1L-90
t 05,o0-0
103,0.00,
6. 00
6.00
6.00
6.00
6.00
6.00
23.28
28.28
28.2a
28.28
28. 28
28.28
:r I Ztt
3650
.conical
conf shear
DESICN sIR€NGIH 4000 Psl o ?6 t)^E
ll.sls tr ltlxn^loltl Fltt3.ro4l ,rf or,.aJ)rrorr.f, rlrrr rr'rrl x]rr f ilu rrttltr)lta l|tl|l5s olllurf,l:f llolfD
30!t r{ urrrar|or o llrs llst m.l'ont rr^Y t[ t'rK,vlr)(D w olllult.
PROGRESS REPORI:
Iishel P.cecc Johnson Architccts,ttt'.- Attn r tvtr. Skip Spcnse;ys51grn lilobilcG.E. Jolurson Construction Co., Attn: Ilr.
Jack'l'honras; Bicrbach Consulting lingitrecrs
J. Kloska T. Laudick
FIELD OI]SEIWEII APPROIED tlf
^3^Uu||r.|','rr''rctr'rlon[{s.nrF|nt'0Grrt'tvl-\,llnlmnrs'{::|t,'n.|lrr,
.i'||l.o|'rfr'.lwBrFtnrYoi.x,nc|,t|..s,,|olrmr|,^rI
'roxo.c,t^l.ul'.lScorE|t,.ir'fo'tfY![A:t!''rl!.n[lG^,'i'|''|oUnl|f't|3Bn1it,MDrIl||)|l1;onr:uunllllr t l|ru:l o||rtt ani rqluos A r. ramto lo ur l|r.[rlrr.
^ ,E r.- .. u..lrlrrr lc-+.f GnnFl..
t.r r,o, Cr.[llJ l/9O
Chen€Northern,l o
nc.Consultng En0rr)ecrs and Screnlrsls
5080 Road 154
Glenwodi Sprrnos, Colorado 81601
303 945-745B
303 945.2363 Facs,mile
JuLy 16, l-990
ltovn of VailAttn: Ii'Ir. Stan BetrraTan
P.O. Bo)< 100
vail- @ 8l-658-0L00
Subject: Oonstructiqr Obsewntion of Soil crqtirg, Vail $:anspodation Center
Inprsverents, VaiI, Colorado.
Job No. 4 398 90
Gerttleren:
As requ€ted, Chen-Nortlrern, Inc. initiated &senration of the soil grouting
pr€cedunes at ttre site on y|ay 29, L99o. Itre gmartirg ms perfornred to fuprove
the bearing capacity of ttre subsoils beneath the erdstirg footirgs. lltte resul-ts
of ttre grcutfug are presented in this report.
the g:nrtirq subcontlactor, Berkel, drilled ttre holes beneath the slab wittr
jad<bamers an average 8-foot depth belcnr the tcp of slab ard atteupted to
further advance tlp hole depttr wittr a pa:veuent breaker. Tlte aoceptable depth
ard procedures for ttre gturtfuq are descriJced by Woodrard c\de cons-ultants intheir letter to yqr dated l{ay 3l-, l-990, Prpject No. 22396-4736.
llhe hole locations a:re stnm on Figs. 1--11. Ihe odd rnmilcered holes alorg ttre
bearirq $ralf (Figs. 2-5) are vertical ad the erren rnuibened holes a:e argled at
approximately 60o fisn vertical beneath tlre wall footinq as strcrun on Fig. 1-2.
The gru:t tale data r,ecorded nay be &tairrcd fr"cm Table I. I\4lically, holes that
took gnort rmintained an aver=rge pressulre fisn L0O psi to L50 psi. Vlhen
pr€ssure€r e<ceeded 150 trsi, the grurt pipe vlas withdnwn in one-foot increfiEntsuntil tlp pr€ssur€ 0rqpea to within ttrc specified rarge.
Salple q$es of tlte grcnrt were field cast on three different occasions to verify
the specified ccrqlressive strenqEtr. Itrese labor:atory result-s have been presented
urder setrnrate cover ard irdicate satisfactory str€rqth.
Based on cur dsenntion ard ttre data &tained, the grcutirq was perfonred in
subs{aftiaf onfonnarre with tlre specified proedures to inprove ttre soil bearfug
capacitlr to tlre design bearirq pr€ssur€s of LO,00O psf. l{oodlrard Ct}'de stull-d
be referred to for the specific designr reanunerdations ard precautions.
A t.mb", ot tnelliiElgroup ol companies
' Tcfrnr of vail
;nily 16, l-990
Page 2
If trcrr harre aryz questicts or need additioal infotmatiqt, please let us locrr.
Sincere\t,
CHENj\rcRIHERN, NC.
Steven L. Paltlak, P.E.
srP/4,
Attaffis
€: Midnel Bar'ber Architec:luc, Attn: sootst llald
Arderson & HastiJgs
PcL Odlstnrctiqr Senrices, Attn: Denny Anrnr
URs GEultants, Attn: I€ wood
car1z uln!-ain, Chief edldfug officiaL ---
Clrcn€Nortlrern.Inc.
JSNo. 4 398 90
Page l of 4
HoIe Depth frun
lnnnber ficnc of slab
1
2
3
4
5
6
7
I
9
t0
LL
L2
13
14
15
16
L7
18
L9
20
2L
22
23
24
25
26
27
28
29
TABLE I
Stmutar1f of Gtsrt Hole [al<es
Volure of Inole DePfIt fron
Take (cu.ft. I NrIber Ibp of Slab
11r3ll
8 r4x
10 | 10n
g tgrl
11r1orl
gr6n
8l
L2.2n
10r4n
8r8n
10 | 6rl
g | 10rl
g r4rl
8 r 10rl
grLrl
6ron'
7 t8n
7.2.r
Trgrl
6rg|l
7t4t
7r5rl
7|Lon
8r3|l
gr6rl
8r2rl
101
gr3rl
gl
4.0
.1
1.6
.2
1.3
3.5
.l_
.1
.2
.1
.2
.L
.L
.1
.5
.2
.2
.l-
.9
.1
.1
.L
.1
.1
.2
.1
L.5
.1
.2
grgrl
gl
8r6x
7t 6.r
8r8n
gr l
8r8rl
9r10x
gr6|l
L0 | 6rl
g.2tl
gr5rl
gr4rl
g rTrl
gr3rt
gr5rl
gr0rl
gt 4t
gr2rl
gr4rl
gr6rl
8l
gl
8r3[
8l0rl
gr l
6,2r1
8 !4rl
gr5n
44
45
46
47
4A
49
50
51
52
53
54
55
56
57
58
59
50
61
62
63
64
65
66
67
58
69
70
7L
72
Volr.ue of
Take (cu.fb.)
.2
.2
.l_
1.8
.1
.L
.2
L.3
.3
.2
.2
.2
.3
.1
.3
.2
.2
2.L
.3
.1
.2
.2
.3
.1
.5
.1
.1
.9
.2
( hen*Northcnr,Irrc
Hole Depth frun
lfrndcer ltp of SIab
Table I
Volwe of
Take (cu.fe.)
.1
3,1
.2
4.4
.l_
.6
.2
'.2
.2
5.3
L4.41r
.4
.1
.t_
(oont,d)
Iiole Depth fiurr
l||'trnber Erop of slab
J& No. 4 398 90
I*{Ee2of4
volure of
llbke (qr.ft.)
30
31
32
33
34
35
35
37
38
39
40
4L
42
43
gron
8l
gr4rl
8l
8r
8l
Bl
8l
gl
8l
g r0rl
g r2x
7r4rr
grlrl
g | 1l_rl
g r4rl
gr5r.
7r6r.
g r5n
gt3rl
gr4rl
612.1
gr3x
7 | lorl
gr5|l
7 | 11rl
.2
.2
.3
.3
.4
.3
.5
1.3
.5
.2
.5
.2
73
74
75
76
77
7A
79
80
81
82
83
a4
*c:srt taJ<e vlent beneath flor slab.
ChenesNorthern.Inc.
JS No. 4 398 90
Page 3 of 4
Table I (cortrd)
Voh.ure of Hole Depth frun Volt'ute of
Take (cu.fE.) lftnnber Iq) of Slab Take (ctt.ft.)Hol-e
Nl-trnbeoi
u,
7lr
9L
10L
1lL
LzL
13L
L4L
M-1
W2
M-3
M-4
M-5
M-6
M-7
M-8
M-9
M-10
M-1r-
M-12
M-13
M-14
LE
2E
3E
4E
5E
6E
7E
Depth frun
Tm of slab
Tr l
7tL/zn
gr5rl
7 | 11rl
7 | lorl
SrOx
7|l l
grorl
8t2.1
8 r6rl
I lOrl
grorl
groll
7r10x
7rl l
g r2rl
8r0rl
L0 | 3rl
Ttgtl
8rorl
6 | lorl
8l0rl
7t6t.
7 | 10rl
7r8n
7 | l_ox
6t 4n
gron
712,,
.2
.3
.3
.2
.2
.2
.2
.2
.2
.2 b2 LL
3.7
1.5
l_L.9
.l_
3.1- B-l-
(r.ek)
B-18
w-l 5rgrl
W-2 4 | Orl
W-3 618rl
w-4 610rl
W-5 6rorl
w-6 6110rl
W-7 618rl
w-g 6rorl
w_g 6rgrl
5-L 8 ! Orl
5-2 I | 4rl
5-3 8t2tl
5-4 gr6x
5-5 8 r 4rl
N-1 5t2tl
N-2 6 | 10rl
N-3 618rl
N-4 6 r 0rl
N-5 6r8rl
N-6 7 rorl
B-1 6rOrr
v2 7r1orl
B-3 6r0n
v4 SrOrr
B-5 I rOrl
.2
.9
.3
.2
.1
.l_
.1
.2
.3
.1
.2
.l_
.2
.2
.1
t-.6
.5
.2
.1
.2
.1
.1
.l_
.L
.2
Clrcne3Nortlrcrn,Inc.
ilcb l,to. 4 398 90
Fage 4 of 4
llbble I (ffi'd)
IIoIe Defth fisn VoIrre of Hole Deptl frur Volrm ofl.n.[rber ltp of Slab Tale (cn.ft.) lll$etr Ib of Slab Tail<e (ct.ft.l
8E g16r .2
9E Trrlr! .3
. A-a - gr4n .2
A-2 7r4I .1
A-29 o-1 5ror 3.7
o-2 6rorr .1
o-3 5ror .2
Chen€Northern,lnc.
qro
Irr o
{o
\oo
=o
fio
J\O
fo
roO
lo
-o
?otl
o!
o9tr
ot\l ----F
S1AL€ /"=6
o$
olF
3
GRouT'ttotc(rY?)
o6
oI
ol
oI
oI
{
nI
t1.d-6, Log;4l1'lcN ".-eN E-E7b?24
llo
$o
$o
f;o
!|or^
So
Oo'
$o
$o
$o
!o
$o
So
$o
$o
$o
\o
S"
$o
il->-
ScAa,E, l"= 6t
sl-t.
eAoctr Hoa-e LfrAfreel ftA,I CA-
*-tt'c l'=bt
-So
!o
lo
to
$o
*o
f,o
Io
$o.\l
fo
$o
$o
$o
to
$o
\o
\ol
qo
c.
\o
ho
Dt'r
<PLtf ,.K,(- tsCATrq( AAN C.retogte
N.---*
gc.ALe I"= 6'
so
$o
oo
$o
8o
$o
$o
$o
$o
$o
$o
?ol\r\
?o
fo
{o
So
$o
FI
97
'rx5
02
Geour HotS CAtTort ^A^l &tAD
ilo
do
{o{
{oo
;lo "$
be o$
$o
po
F
o$
tOF
B
o
N-
?aue l"- 6'
I
o
o+
r
aPo(r Hu t4r^7roN P1-AN ai,aS,roacg
N---!
ScAl,E l"=b'
4-,ffi-so Chen€Norttrem,lnc eao.tr lqEcdnoil eAW ab *29 FE.6
SIALE f"= 6
H,E
5'
qeo.n HaLE LocArroN A-AN 2AOU-3O
I
I
I
I
ll
lr
rl
ir
e
(p
I
+o
ID
to
Chen€Northern.lnc qaoof rto(E (a<Arro6l Pc4ltl PAo6-|
N.+'
ScAue l"= 6'
o4 4o-+
So
7o
-d''zo-6 g,o
Chen€Northern.lnc CRour HocE e-ocATroN Fa-AN 6-t tl
N+ t
SeAtE l"=6-
4-a*.-*Chen€Northern.lnc (nour HotE t-ocAtao8 FCAN paO A-29 Ftg. ll
NOr 1? sC-ALe
N.'N4'EREO
oPP NOrrrcrEREO
oRour .fol€s
l/Ecfl c.AL DEFrH
ta{e 6'e&oul
7OP OF SLA.B
l ROUr HOLe,S
taRox. 6o' 4q6ar1y4TtcAL. Ay'a e"
aaLow 7zP oF st-4.E
Chen€Northern.lnc.6ROD. HoLa <oNFl.rURATto(ALoNE tt/Acc x-sccT (ryp)
',.elufrl ln?r'F! ..., S.l?{r.t.Cltcn*Northcnr,lnca O
REPORT OF CONCRETE TEST CYLINDER DATA
TO:,t.OtllN OF VAIL Joo No.4 i98 9.0 DATE: 7_25_90
Attn: Ivlr. Stan llerryman DAILy REpOKf NO. SHEE1 I OF 1
P.O. Box 100
vail c0 81658_0100 |NVO|CE NO.
PRGJEGT Addition to Vail Transpoltation Ccnter, Vai1, Colorado.
'ocATloN: wbst l.iall, New parking Ranp;
T]ATCH TICKET INFORIV{ATION:
suPruti Western Mobi 1e 1-19 rcKrr No. 0L1206 MX DEucN t.r). A1ITIJCK NO.
6 : 09 A.M.
cu. 'ro. 8
nuE EATCHS)nMe
^RRrvED
6:18 A.M.nvE PUfc@ 6:35 A.M.
FIELD TESI1NC INFORI,IATION:
TfuE lEr rA€{ 6:45AM SLUrp 4 n. arn corm-rn6.2 twr uMr wEc}tr L4l .1pa. sAllpLE TE},U,. 70oAR TDlP.soo
JOL SPECnCAnOI|S SUrUp 3_S tN. AtR coNTOtT4 _ 8 I WAIER ADo@ AT sm 4 col. nor ru(s
CYUNOER INFOR}IATION:
ITO. OF C\TJNDERS 4 crn,rDF-,I sf zr 6tt x 12tl rlrE cruNDEns c^sr 6:55 A.M.v/llEnE c, Sr On-Site
CURING lNFORlr,lATtON:
fNlul GURE on-Site RELo sTgRAcE rlcrLmEs Cure Box MN,,/M (. o\rtnuE s1 .yrJL 7-26-90
o IE SIRIPPE) 7-26-90 tlr: B. Carr Ror^RKs:
AGE
tlA)6
t)^IE
IESIE'
TOTAL LO{D(lrs)DT^UEIFJI
([.rcl rEs)AJIE
(5o. rN.)
couP. sTR.
(P5r)
TN'E OF
Fn grune
c/ljNDSt
WE'OHT
(trrs)
c|'uNo6x
uNIr wnclfi
(Pcr)
28
2B
28
8-1-90
8-22-90
8-22-90
8-22-90
110 ,000 6.00
6. 00
6.00
6. 00
28,28
28.28
28.28
28.28
3890 con/shear
OFJI'N STRII.IGIH 3000 Psl o20 D\16
fE nt tY l^Xfn^tofir |rlnsar|rltl. l r |lr A)arxro rlcE ftDl Arrn r},xt As'u uf-llKx':i lllllcli Oltlt.trtvt3(' lrclU)
soll ltoollu tl()fi oH llll5 lul Rtmnl ruY fl: rnw{ru, ltt ollllrl5.
Sanple taken from truck discharge.
PROGRESS REPORT:
coP,Es H:::::"T.li::.ffiI'"cture;
PCL Construction Services; Western Mobilc;
UIIS Consultants; Mr. Gary Murrain;
B. Carr T. Laudick
FIELD OI]SET{VER APPROVED W
|t^r,!mWr'rroIcTrr.noorr'T:.n|t'iIrE^'|0o||i3'|.vl-'r|lnnottsr,{:..nnirnlDAttlfro|'rf,t'',lw.|'tr'''tf
'r.'{.rs'.[Irxr!ior'!ct|r'r'^oi'x|IA';Itmov('tl1G^,r'''x'orrnnrnxrs..d'.niitrr'nurrlrrrroouqwnlttttt^l'PA.nli,:outrLtnt urtt5s on|t.i rRnrrqj.uos lrlt tctllfo lo ul f,Rlllllc.
^ n-tr6- .r rl.l fiiffl"'-. .r Go.,t!oir-
.oii ra. c,rct tJA a^o
" f,Cft.n€Northcnr,lnc I
tt
'rr-ll,.rt Ln1r,*. .^{ s<l-!thl.
REPORT OF CONCRETE TEST CYLINDER D.ATA
!r*.J; I I
|s^|4,n4rnq[cFr.rDnr'{:L|rFl'nt^,od|i3'tv\,tln.'rrfF,{:..n,min]DAtl'|F.o|'llx'0t^tr,tr(''l'fitl|.fqr^fr!'l.rs.r.r'rctrr.:rrFonrt|'|cti'lhv.'tttc n|}|rm
toun-l[rt ur,| ull on[i l,ltl^lrouru|ls lft. rrjlllo lo ltl w{llur6.
^ ',wn, o. rr"l-1!!c-+ or GooF.,l-
rrar 15. cect tJA a/go
TO:
TOtriN
Attn:
P.0.
Vai 1
PRGJECT
OF YAIL
NIr. Stan Bcrrynan
Jou No.4 398 90"
DAILY REPORT NO.
il.{votcE No.
Vlil, Colorado.
DATE: 7-24-90
SHEET 1 OF
Box 100co 81658-0100
Addi ti on to Vai 'l'ransport at i on (icntcr,
Footing on Line 8.9- at Lines 35.9 to 39;
IIATCH T]CKET INFORIiTATION:
suPruEn Western Mobile rnucx lro. 100 ncKcr to.011156 MX DEstcN l€. A cu. \o.g
TIME &^rcHg) 6:02 A.M. nME RRTYED 6:15 A.M. nME Pl-^c@ 6:20 A.M.
FIELD TESI1NG INFORMATION:
rluE TET TArGr 6:30AIvl 3LUup4 3/ AtN. ^rn
coNrENr6.0:wEr uNrr wEQrr140.6 pcf. sArPLr rurp.680 AR rEIP.50o
JOL SPECInCAnOIrs SLUupj_S rN. AR CONTE T4_g I WArEn ,^DDED AI stTE 0 r;ot. ltD/ Rf(s
CYLJNDER INFORMATION:
llo. oF o/lJNoERs 4 IIME cttLiNDtHS c,\sT 6:40 A-M.wltEnE C.Asr On-S.i tcr,Yl ll{t)rn slzr:6n x 12tl
CURING INFORIIATION:
lNtruL cuRE On-Si.te Ro-D sToR/tcE FlctutlEs Cure Box MN.,/I{AX. &\IEnuE rv uur 7-25-90
oAlE srnrpp@ 7 -25-90 tlr: B . Carr RE}t^nKs:
AGEDls DAIE
IES'IE)
T TAL LO D(rrs)
Dt^llnF-n
(rNcl15),rfit_.,\(stl, lll.)
covP.SrR.(.s0
T/PE OFnt c'IUnE
CYUNDEH
WFJO1JT(ujs)
c,^ruNofx
uNIr v{E}G| n(Pct
7A
28A
28A
28A
7 -31-90
8- 21- 90
8-21-90
8-21-90
104, O00 6. 00
6.00
6.00
6. 00
28.28
28.28
28.28
2tJ. t6
3680 coni ca1
oFisbN SIRf.NGIH 5000 Psl o?o DAYS
rtSTs Bt t/\rxtr^rolrl |rf trsaroln Mr ol ratll.ro r|:q rtDl lrNFl x;|,rl rrl! r'l'llrl:i tn4l= onlur||lj( tnlu)
SOLt lfll uur llolr o|l ll1|3 rtsl lltrtoftl u Y tl rK''rlxl, lta ollltrls.
truck discharge.Samole taken fromPROGRESS REPOKT:
cnprtrq Michacl llarber Architccturc;
Andcrson fi llast ings;
l)CL Construction Services; Western Mobile;
UllS Consultants; Mr" Gary .Murrain;B. Cax-r T. Laudick
FTELD OOSEFIVER APPRO\ED T'/
'.|ElU.a t t!w. d,r.t kl-irrt.
' CIfCn i)Ng1'11''^",. r'''"
.
l,-.
'v"r" r ".,':ur-r""r::_Q-._
__ .\,1r,,^nr.rt_ .rr(_-r ^ o___
REPORT OF CONCRETE TEST CYLINDER DATA
TO:
TOWN OF VAIL JOU NO.4 598 90. DATE: 7-2'
nttnt Mr. Stan Berryrnan DALy pEpOgT NO. SgCEf 2 Of 2
P.0. Box 100Vail C0 81658_0100 lNVolcE No.
PROJEGT Addition to Vail Transpoltation Ccnter, Vail, Colorado.
PIACEMENT LOCAIION:Footing on Line 8.9 at Lines 35.9 to 39;
BATCH TICKET NFORIIATION:
sUPruEn Western Mobi 1e mr;cr< No. 100 cu. )o. B
nuE B rcHED 8:31 A.M.nMe fiRtt@ 8:50 A"lt'1.rIuE PuAcep 8:59 A.lt'l.
IcKEr No. Ol7l77uu DEslcN M). A
FIELD TESflNG INFORMATION:
rlME rEsr 1A€{ 9:00AM swyp 414 tN. AlR @ME}tr 6.8:wrr uNtr }vuc}rr 140.5 p"r. senpu rup.7Oo .rttt rcup.7Oo
Joo spEctnc^noHs su,!p 3_5 rN. AR coMror 4 _ gI w^rEn ADD@ AT stTE S cdt. no/AR (s:
CYLINDER INFORIVTATION:
llo. oF c'tlJNDF-RS 4 rll ltror,H StZr-.- 6tt X 72tt lluE GruNDERS Ot Sr 9:15 A.M. wllElle C,As:r On-Sitc
CURING INFORIIATION:
ll{flul cuRE: on-Site RoD srortrcE %ctunEs Cure Box MtN.,/r,o$(, o rE /nuE er uur 7-25-90
o lE stnrppgr 7 -25-90 Bt: B , Carr REIrrRK!
AGE
I)AYS
DATE
rEsrE)
TOTAL LO{D
(r.os)^MErr,n(r'rc, tEs)Nlc(sa. N.)
couP. srn.
(t|sl)
TYf'E OF
Fll^CTURE
C LINDER
wElo1{r(rrs)
CTLINOER
UNTT WOCI IT
(F'cF)
7B
288
288
288
7-3I-90
8-21-90
8- 21-90
8- 21-90
88,00,0 6. 00
6. 00
6.00
6. 00
28.28
28.28
28.28
28.28
3t20 coni:cal
OAIGN SIR€NGT1I 3000 Psl o2d DAIS
t6I3 E't t,llrdl^loFt FfF:iarom Anr |rr
^arIno
trf, wr{ Ar"-t rTvtl atlrf rrt-llx)t)li Innl:6 oDltxfrlS[ loltD
sor[ Fltt)|lv4lx)r orl 1116 tLsr fitnonl lAY lf rtlwrx'o ttl ollltFs'
Sample taken frorn trrrck discharge.
PROGRESS REPORTI
coP,Es ffil:::"T'ii:l.ffi:l'"cture;
PCL Construction Services; Western Mobile;
URS Consultants; Mr. Gary Murrain;
B. Carr T. Laudick
REI,.D OI]5EfI/ER APPRO\GD I]Y
^3^UunAFfmcTlxm6r[T:tI||tn'rrE[r'dIB'|w\.||lnlmf|sr'i::i|,nr,i|!'l'Atrrrf4''r.x{ru|..Ftrd'Fl'l)fotnct,tM5.|,loAml'rl,Am'|.nIlrI.'xF|(rn^'fr.''.|':!onrqt.'6onfx|||A:rs.'nq.nFt.!,r.n'oouner'r.orng..ti.'nt:.trrvoirrllcroe'Lltl, L!4r,;lit on|tl ,xn|a€(tt,|ts lnt r.;atlo lo ltl wrlll|rrc.
^ 'rc6- o. u.l rjiu-le'-r " c..np,rr-
t.tn r.o. Cr.tl IJA aro
Vail Valley rUlcaf Genter LetrTfr OF TRANsnnmr]rAL
TO
181 West Meadow Drive
Vail, Colorado 81657
303-476-2451
Town of Vail - Community Development
JO!NO.
30 Julv 1990
ATTENTION
Dan St-anek
Vail Vallev Medical Center - Parkino
Structure
! Resubmit-copies for approval
D Submit-copies for distribution
n Return
-
corrected prints
PRINTS RETURNED AFTER LOAN TO US
we rece'ive them.
75 S. Frontage Road
Vail. C0 81657
WE ARE SENDING YOU d Attached
tr Shop drawings !
tr Copy of letter !
D Under separate cover via
Prints
Change order
I Plans tr Samples
the following items:
E Specitications
h Inspection Reports
THESE ARE TRANSMITTED as checked below:
D For approval
E For your use
n As requested
D For review and comment
tr FOR BIDS DUE
as submitted
as noted
tor corrections
D Approved
! Approved
I Returned
!
19_ !
REMARKS Subsequent reports will be sent to you as
coPrEs DATE NO.DESCRIPTION
1 -A Structural Inspection Reports, Reinforcinq
1
6-?9-907 1t arn Concrete Compression Test
/
SIGNED:
COPY TO
ll .aclo.uraa r.a not .. ^otad, kindly notily ua at on{:,
5b,
BIERMCH CONSULTING'ENGINEERS INC.
JOB NO.
2067
REPORT NO,
I
FIELD OBSERVATION REPORT
JoB vAlL VALLEY HosPlrAL PARKING srRUcruRE DATE June 28. 1990
CONTRACTOR G. E. Johnson Construciion Compony TIME 2:00 p.M.
SUPERINTENDENT Jock Thomos TEMPERATURE 90
WORK OBSERVED:
I visited the site to review the foofing reinforcing oi lines G/3 ond noted the following:
l. The verticol dowels were not oll insiolled.
2' The l0-#8 horizontol bors extending into the grode beom to the west were
not instolled.
3. The footing reinforcing shown on fhe schedule os 38 wos not correcl in the
field. #4's @ S" bottom ond #4's @ 12" fop were instolled. #7,s @ B',
bottom ond #4's @ 8" fop were colled for.
I reviewed these items with the superintendent ond rhey will be corrected before pouring
the concrele.
OBSERVER:Glenn Fried. P.E.
VV M E--
6g,t
VnaK--l-+@4r+^VQr)
&e_
-iil.f, at-B!l5'!tffi alrra.
J ur-.- 5-e6 FRr ?:a B r EREACH EHGHR
BIERBACH CONSULTING ENGINEERS INC.
P- gt
JOB NO.
2067
No olher ilems were noted.
OBSERVER: Sleven E, Bierboch, P.E.
FIELD OBSERVATION REPORT
JOB VAIL VALLEY HOSPITAL PARKING STRUCTURE DATE July 3. 1990
CONTRACTOR G. E. Johnson Construction Compony TIME
SUPERINTENDENT Jock Thomos - . .TEMPERATURE
WORK OBSERVED:
I visited the sife to review the footing reinforcing midspon F ond G on line 2, norlh to line
H ond Eosf to I'l'-7" West of line 3.
All footing reinforcing wos in ploce ond no discreponcies were noted. The following items
were discussed:
l.) Sleeves for footing onchors con be sleel only. PVC is not occeptoble.
2.1 Footing keywoys ore lo be leveled on one side only ond cenlered in lhe
footing.
Very few dowels hod been ploced while I wos on the site.
REPORT NO.
2
oL v vMc-
Post-lt ' brand fax transmittat memo 7671 t ol Prges t
]"<t*.>si"*vCo.-^\\+ \d ""Rr.a-\..\o-L
Depl.Phonr t
6zJVn2*-d*s.
JLll--SI-'3Er | [JE 1+J :.+Fj -E:It:}<E|iCH Et{r-t-{ R :=
o
' P _ 84
BIERBACH CONSULTING ENGINEERS INC.
JOB NO, REPORT NO.
2067 3 ,tr. _. _
FIELD OBSERVATION REPORT
JOB VAIL VALLEY HOSPITAL PARKING STRUCTURE DATE iuly I l. 1990
CONTMCTOR G. E. Johnson Construction Compony TIME
-
SUPERINTENDENT Jock Thomos TEMPERATURE 70
WORK OBSERVED:
I visited the site to review the footing reinforcing ot the northeost diogonol ond ol the'\-/ beom olong line G between lines 2 ond 3. While I wos ot the site, lhe controctor wos in
lhe process of instolling the following:
o) Woll, iomb ond beom dowels
b) Footing reinforcing neor the slep of F-4
The following wos noted:
l) The iomb dowels were instolled incorrectly ot line G.3-3.7. The controclor
provided on oddiiionol dowel to correct the problem.
No other ilems were noted.
OBSERVER: Mike Goldstein
\J
o
Poshft
-, lJ I E t+: .u t-t r:: H E f-.1 G t.l R.
o F.BI.
JOB NO.
2067 REPORT NO.
4
" brand fax transminal memo 7671
FIELp OBSERVATTON REPORJ
rog DATE July 18. 1990
CoNTRACTOR T|ME _
S U PE Rl NTEN DENT__lqe&lhom o s TEMPEMTURE Z5
WORK OBSERVED:
2( Dowels hod not been instolled when I orrived ot the sire.
No other items were noted.
OBSERVER: Mike Gotdsrein
I visited fhe sile to observe the footing reinforcing olong line 2, between line c ond lineG. The following wos noted:
l) Vorious bors needed to be shifled in order to get proper cleoronce betweenlhe forms ond the bors. The controcto, *orln t'he process .r tftfii"Jlf,"bors when I left the sife.
iI'*'lt
BIERBACH CONSULTING ENGINEERS INC.
JOB NO.
2067
REPORT NO.
5
f ISHEK. xir--c ti JiJfl,'lSONr
ARCHITECTS. E,C.
FIELD OBSERVATION REPORT
JoB vAlL VALLEY HosPlrAL PARKING srRUcruRE DATE Jutv 27. 1990
CONTRACTOR G. E. Johnson Construction Compony TIME 7:00 A.M.
SUPERINTENDENT Jock Thomos TEMPERATURE 75
WORK OBSERVED:
I visiled the site to observe the footing reinforcing ot the stoir/elevotor pod neor grid line
B-2. The following wos noted:
l.It oppeored thot fie exterior footing dowels olong line B were instolled too
for north. The structurol drowings show the dowels to be 2" cleor from grid
line L At some locotions, these dowels were up to 5" cleor of grid l;ni B.
I exploined io Jock the following slructurol reguirements..
o. At the 16" woll, there musi be 14" from the north foce of ihe woll to
the exterior foce of the dowels.
b. At the 20" woll, there musl be 18" from the north foce of the woll to
the exlerior foce of the dowel.
10-#8 dowels were insiolled ot grid line B-2. l0-#'l I dowels ore required
ot this locotion. The controctor wos in the process of replocing the bors
when I left fhe site.
No olher items were noied.
OBSERVER Michoel Goldstein
2.
JUL 2? 1g9c
JLlf--51-:rr:l I LIE 1r:J :o
.+.i' EIEREFlI]H EF{t=
BTERBACH CONSULT]NG _ENGTNEERS tNC.
REPORT NO.
6
Dowels for woll hickness chonge south of line F. Re: Shop drowings.
Lentons for slob on grode dowels. Re: B/1/7
Pockels ond Diogonol pockel reinforcing. Re: Bll/7
8-#'f l drog reinforcing ot shucturol slob tie. Re: l9 on Nl/17.
:l
t'l E :=
o F.E=
FTELD OBSERVATION REPORI 1:-:--.: -
JOB - VAIL VALTEY HOSPITAL PARKING STRUCTURE DATE Julv 22. t990
CONTRACTOR G. E. Johnson Construction Compony TIME 3:00 A.M.
SUPERINTENDENT Jock Thomos TEMPERATURE Z5
WORK OBSERVED:
I visited lhe site to review the woll reinforcing on line 3 from G to South of F ond on line
G eoch side of "T.' The following items were noted: All reinforcing wos in ploce or on
the site reody for plocement. The following wos yet to be ploced:
1. Dowels for sloir grode beom ol north.eosf corner. RE: 6 on N1/16.
2. Grode beom iie dowels for tie beom wesf on line G. Re: 7 on Nlll6
3. Secondory column ties ol iomb columns ot norlh ond south side of woll on
3. Re: Dtl's S-8.
JOB NO.
2067
4.
5.
5.
7.
---'?
{ ot 9e9er } q}'
Chcntf Northcnt,Inc ''Ellrr? l.ll-. nr*, &l- '.r.
REPORT OF CONCRETE TEST CYLINDER DATA
T0: VAIL VALLEY MEDICAL CENTER Jou No. 4 424 g0 DATE: 7-Lz-gonttn: Mr. Dan Feeney
181 lrtest Mcadow Drive DALY nEpORT NO. SHEEI 10F J
vai I co 8165 7 rNVorcE No.
C"ttter P,,.king StTucturc, Vrf 1 , Colornrlo.
LU(AIION:
Footings at Llnes G-3.7;
IIATCH TICKET INFORMATION:
suPruFn Western Mobi le
nME oATC'tg)
rnuct( }|o. 116
2:I2 P.'l'1,
TlcKEr No. 010.926 M{_!EsfN ro. 24 cu. yo. I
nUE ARRry€D 1,)nD M TIUE ptAcgt ?.rq. DM
JOo SPEC|nCAnOITS
FIELD TESNNG INFORMATION:
TfuE rEsT T Xol 2: 20Plt'l sLuud 3/ 4bt. un corn-rn7. L : wrr uMT m]Gltr I41 .L rx;r. s^trprt rEup. 80o aln rclp. 90o
suJvP 1-4 fN. NR coNTo{r4 _6 I wArfn A)ocD AT sIrE 0 ,a. nE|,{ nr(s: 72 of 296 ydr
CYLJNOEII INFORI,{ATIOI.I:
lK). oF crljrtDcr.s 6 filrx)rn srTE 6rr x 12 lrMr cnrNDr',ts c^sr 2:45 P.M. wltF'tE cA5ron-Site
CURING TNFOR}i|ATTON: Under Foarn
lNm L CUttE On-Site ng_o stor{,rcE F ctUItEs Insulation M1N./M,6(. MrE/nuE er uqrT_13_90
IAIE SIRIPPO 7-13-90 ttr: S. Urton nE! fixs:
AG€
0Al€
I)ATE
IESIE T TAL LO^I)
(tos)
DnsErrJrt([,rc [5)/\,lEA(sa. ur.)
coup, STn.(5t)I/PE OF
TIIACIURE
CYLNTDFR
wE orr(uis)
c'rulrD[n
UNIT WTJGI{T
(Fcr)
7A
7A
28A
20-A
28A
28A
7-L9-90
7-t9-90
8-9-90
8-9-90
8-9-90
8-9-90
131,000
131,000
6.00
6.00
6.00
6.00
6.00
6.00
28.28
28.28
28.28
28.28
28.28
28.28
4640
4640
con/ shear
con/shear
oEslcN slRr-Ncnr 5000 r5t o ?n DAls
tfsls F wro,urcfit nt nsarorn ,r lrr a_r-fr|(r^raf *flrt ^''n r.lrr f rrtu !f rrrrrra u||u5s o|||lJrdEf, lrottD!ot( lr, qr|r tlo{ olt Drs ||st lttr!fll u r rI: flt(rlr'|u{I} Ity otl|tn5,
PNOGRESS REPORT:
,.^.,rrs Fisher P.eece Johnson Architects,-"' ''" Attn : Mr. Skip Spcnst ; ltrestern I'tob.
C.E. Johnson Construction Co., Attn: Ilr'.
Jack Thonas; R.icrbach Consulting Enginccrs
S. Urton T. Laudick
FIELD OOSEFVER APPRO\ED TIf
11|Yvn4'!'x'TtcTl'|loGrniIrFmE!tod,'F'|vR|ttn'mn't'rfs|mr.rr|DAtr||ir'''ro(lrFtPt|('"l'tlY(r.x,n(|''|'l:(,,to|r,r||,^lo[iox (,a'nltfrrt|ts! aJ|f tc1tr.in6 on t}1nr.,E,:ovt\r.rD uulst onrLi ,AnarEult'|ts rr|t,r,erlo m |'l trrl||'|c.
^ hr.' .. *lij@* .r .o.,,r..rr-
lor'r aro. Cu(tl.!t a,/go
Cltcnt)Northcl'n, Inc O -..Erlr.? t.gLb. .^., !.tr{ht.
REPORT OF CONCRETE TEST CYLINDER DATA
JOo NO. 4 424 90 DATE: 7-t2-90
.DAILY REPoRT No. sHEEr 5 OF 3
ltJvolcE I'to.
PRO'JECT Vai I Valley lr4edi cal Ccrrter Park.irg Structrrc, Vai I , Color:rrlo.
Foundation Wall at Lines G.4 = 2.5t.
gArc
lTo: vnrL vALLEY MEDTcAL cENTER
I Attn: Mr. Dan Feeney
| 181 West lrleadow Drivc
Vai I CO 81657
supruFx Western Mobi le rnucK tto.
nME II^Tcr.tE) S:3i p.M.
119 nsxET No.010952 uu DEstcN M). 80o cu. ro.75o
nME lRRr!@ s : s0 p.M.._- TrlE pucq) 5 :55 p .lvt.
FIELD TESTING TNFORMATTON:
rlug tsr rp<an6:05PM sr-uup 3k arn cotmtn 7.0: wrr unn wsct tr
AR CONTDTT 4_6 r wATLn AODcD AT 5m
pct. SAr,|PLf, rurP.
10 col Rrr{
^K&
80o ,rltt trlp. 75o
256 of 296 vd5
JOo SPECtnc notts stluP 1_4
tN.
tN.
cin nl0Fn SlTl:-6r x 12rr IIME (;IU D[Irs C 5T 6:20 P.M.wllEnE c^tfon-Site
CURING INFORI,6TION:
tNnr L cuRe On-Site
r,^rE srRtPpg) 7-L3-90
Rn n STOIIACE FitClLmES
IIY: S. Urton
MlN.r/lsl,lJ(.
nEl//\AK*
MIE,/nUE AT t^t 7-13-90
AGE
D\I:NATE
IESIE TOTAL LOAD(u6)DI TTET[n
(Drct tEs)A'IEA(sa. ur.)
co!P. tln.
(r'sr)
TTPE OF
t nAcTUne
CYUIIDER
WFJO'IT
(urs)
cru o{n
UNTT BT]CI IT(rcr)
7C
7C
28C
2BC
28C
28C
7- 19-90
7-19-90
8-9-90
8-9-90
8-9,90
8-9-90
131 ,500
130,000
6,00
6,00
6.00
6,00
6,00
6.00
28.28
28.28
28.28
1A )A
28 "28
19 )e
4650
4600
;hear
;hear
OES'CN STR€}IGTH 5000 Psr 0?6 ra\s
!I5TS rt t,ADql^rclw Ft trs.t[rn ^nf lrl ,.r. r{writ f,rDr r^r1 rTrr f rst! rril|x)rri Urrr t:5 ol tjrArSa- lrolto.Jouf |rl|ulrr ||ox ot| Intj ttsil lttt.ont t{ y t( flKM{)(o Uy olttutS.
PROGRESS REPORT:
.nrrrr= Fishcr P.eece Johnson Architccts,""' ''" Attn: Mr. Skip Spcnst; lrlestern lr,lob.
G.ll . Johnson Construction Co., Attn: lrtr.
Jack lhomas; Ilierbaclr Consulting Lnginccrs:
S. Urton T. Laudick
RELD OOSETWEIT APPRO\ED rr
^s^Uunu|,'rr''rGTrimnr}fiI|'Ft,nr^,|oor,i<'l\,ra,|ln''Y'ilt^,rfs|,nr.!tl'nAtll|..!r'Wrrlwn(y-.'r'vof.rrnc|[l.Ist|,roxm|,^lf|.'{.r(l^lT!.r4l.,'E||nl,6on|xl',r:ltr'ov.'|,||cr,{,|''d,n'.rFxl|.''.'qt.{MD|.r|.'|'o|,l
4ovnr.nrl u'|tr53 on[t rflr.Atot/uftts l'|t l.xl to rt ul $* ll[.
^ -..- .. rrlrrrrJ-le.-- ,, .drir.,tr-
..''r rb. Caf J a/oo
CltcnrrNorthcnr,Inc O 'tallrnl lnal'*r .n, S.l?'lLt.
REPORT OF CONCRETE TEST CYLINDER DATA
TO: VAIL VAI,LEY I'IEDICAL CnNTEIIAttn: Mr. Dan Feeney
181 ltlest l'lcadow DriveVail CO 81657
JOg NO. 4 424 gO DATE: 7-12_90
DAILY REPOT{T NO. SHEtrT 2 OF 3
lr{vorcE No.
PRGJECT vail Valley rrredical center p.rk ing stTucturc, Vnir, colorado.
Footing At Lines G.3 - S.5:
EATCI-| TtcKEr tNFORlvr{loN:
supruEn Western Mobi 1e Tnucx ilo. 118
3 :45 P .M.
rcKEr llo. 010936 Mx oEstclt |161. 24
nME Rnr!@ 4 :00 P.M. ruE pr,rcED
cu. ro. 8
4: L0 P.M.NME OATCrIED
FIELD TESTING INFORMATION:
nuE TEsr rru(ot4:2OPlvl stuve 4ti tN. Nn cornEln7,0zun--l uNn woilr
JoO sPEclnclnol6 suJuP1-4 rN. r.lR coNrElr 4-6 r wlrEn ADDcD Ar
L42,5pa.
snE 12
slr,tPtr rEttP. 80o ,^rn mrr,. 80o
cof. 1EM,16X& L52 of 296 yd3
CYLINOER INFOIITaTION:trl, oF ctl;ltofns 6 rtl lt.loFjt srTr 6ll x 12r'4:25 P.l,l . MIFIE (:rsT On-Site
CURING INFORIJATION:
tNrruL cure On-Site
D rE sTRTFF€D 7 _13_90
RE O srOn^CE rlcrLmEs
lry: S. Urton
MN,,/U X.o/\rtnluE r r.^,. 7-13-90
REIr^RKS
AGE
t)^l€
DATE
IESIE)
Trn L l.o D(rrs)D!\MEIrJI
(HCl tLs)^JIF (sa. Dr.)
couP. sTn.
(Psl)
T/PE OF
f llitCIUnE
cll INDE I
wfJolff
(tlJs)
cYU|lDfnulrtt wl]cl n(Pcr)
7B
7B
288
288.
28B
288
7-19-90
7- 19-90
8-9-90
8-9-90
8-9-90
8-9-90
121 , 000
116,000
6.00
6.00
6. 00
6.00
6.00
6.00
)e ,a
28.28
28.28
28.28
28.28
28.28
4280
4110
con/ shear
con/shear
oatcN STR€HGTH 5000 pslo?r rl^ls
ll5ls lIY wgl^loltl FtR./trtrtl frf or A.trxr(t^Icc irlrt ^rrl f: rtf rsru rrtltrotn rrn t:J on||Jr{E;[ ttolfo!p![ Dr ofi! ||ofl o |l[3 ttsl ,tUroflt u y t( fnG40{D ur o|lturj,
PROGRESS REPOT{[:
coP,Es lillf " $::T*i;'g:l,t;.h:::ll,
"ou.G.ll . .Iohnson Construction Co., Attn: Mr.
Jack Tltornas; Bicrbach Consulting llnginecrs
S. Urton T. Laudi ck
RELD OBSER/ER APPRO\ED IIT
^s^gunA..c(''fcTr'|mci,.!Tt.l||.rr'fE^,0o,i<'|'\4\r|ln''nmsl'||sl,nr..llr'^tr||r.or'rr'.I9!|tlo.1'rr'(rdrne|||l'l..\no..(r<l^rg|''rs..o'|c||,il,|ion'xlrr.:lt''n!.'|'l||.-^,|t,|t4Quni'liF|sqolr.lr.rltt ur{lit qn|t| |aR^r€(rrltals lrrL ra.dto to |lt h-'ta||ttn,
^ 'Er*!- or '^.lilijllr*- or .dnF, ..
t.nn no, CuttlJA a/9O
Chcn t) Northcn r, I nc. I ^tqtll.n l.7n-.. .^n a.r-,tLt.
REPORT OF CONCRITE TEST CYLINDER DATA
rtlvolc[ No.
IRPUlcr Vail ValIcy t'tcaical ccntcr I);rr-ki ng str.rrctur-c, v:rir. qo.rorlrro.
TO: VAIL VAI,LEY I,IEDICAL CENTLII , *
Attl): Mr. Di.rn Fccncy i--, i181 ltlcst l,lcadow Drivc L__- --."..-'Vai I CO 8165 7
JOO NO. 4 424 90 DATE: 6-29-90
DAJLY REPOI{T NO. SHEET 1 OI'
Foundation Footing on Linc 3, Linc G to Line E;
I,]ATCII TICKLT INFORMATTON:
suPruEfl l{estern Mobi le
IUE n TClt@
mucx no. 46
1:15 P.M.
TfcKfr t19. 010677 Ma oEsr6{ w. 23
nME ,\RnrvtD 1 : 35 P .lvl . TtuE pr/AcED
sr*{f,Lf rE}/r,. 74o tn trit,88o
.,ot. nDJAnr(s: B 0 gg vd J
T|ME rEsT T Xrx 1 : 40pM sr_uup S [,r.Nn corrrEllr 4 . B : wrr uNtl wucl rr - -
lJn CoNTEXI 4_6rIwAitR AODI0 AI 5IIE
CYUNDEII INFORI,{^TION:r$. oF c/t,ltofns 6 c,.n nrorn srzr.- 6rr x lzri lrur: cnrNr)[Hs c"rsr 1:S5 p,M. wtrrne c.z*-sr 0n _Si te
fNfrAL CUtrE 3n_Site RELD SIOI,^GE prctlJTlt5 Insulated Box MrN.,/MN(. OAIE,/nlf At Wfr _Z_g0
oAlE STRIPPS) 7 -2-90 Or: Ir{ . Grubcr
couP. $n,(5t)
'l'/r'E Or:
Hr crunc
con/sp1it
con/sp1it
7
7
28
2B
z8
28
7-6-90
7-6-90
7-27-90
7-27-90
7 -27 -90
7 -27 -90
119 , 000
119,000
6. 00
6.00
6.00
6.00
6.00
6.00
B.2B
28.28
8.28
28.28
28.28
28.28
oEsrcN sTRElrGIll +uuu t'st o za rA)T
tl5ls ItY l^xtlaloaaY Ftrl:Jrr',ll ,rr trr ralrrtA,rf wrtrr rtrtri,rf rrlu r.f ltntri r,l|rl- o||ltr t;t- lrolto
3or,rt ll]l o rr rn|| o|| ltrts llsr lrtt\,ll rql tl tntfftxn fi o tul3.
|: i chnr. r'^^^^ Johllsoll Archi tcctS,coPrEs ;.;;;;;^ ,i"."irip Sl,cnsr i6.8. .Iohnson Construction Co., Attn: lvtr.
.Iack'lhomas; Bicrbach Consulting Lnginccrs
ll. Cruber T. Laudick
REI.o ODSEJWEII APPRO\TD I.Ir
rl^Utm|{Pf'rclrHmdf'm.l|'F|ntr:^,tod|ml|\4-..||llt'tYnl!i^'rf:i|rF,i|rroA.irr|l.t)t'rrx''rtlt|l[rfnor rr lT^ttvtl.rl cnrtltfrt6 on tttna,t!tolt'tlllD lJr.t tis 0||r,l tatlrrrq ltr,ts N\. ratntD r) t tr,|||lt,r;.
^ ,.-.,- 6ir tl.ltiilllo-- or G.aron-
rr^n rro. CgtttJ a,/to
Chcn0Northenr,Inc I 'rralu.? t.ZL*r ..n 5.1'nt.t.
REPORT oF coNcRETE TEST CYL|NDER DATA RECEfVED
AU6 | 0 i990
^tAr,unwFFo''crf'.|'oc||lxIl.l||rFl,iE!roo,t3'|vl'!,|lnlmnr.rr'{:ln''{n|f'AlIr.,''|rx'futfr'i'|llord,nel[-'|ls',,rom|,^'n,|'r'.|rnlf'9'',|.3'e.'rtl|nr'6o''Iiil:t!mQr..nq',,|r'r,'0t|lF|.f\)|t|i'rlnl5t,M||Fr'00tco(,nrllt|tt'|^,|A,qo9rull,, urrlljs 9lr|t-l fIF tqjru.ns !|ll rajltlD to ||t trItt|||c.
^ F!h- .. u-l irn-Jl ",-. ,r ...riFir-
r.nn 15. cr.tt tJA {/9o
I
I O: VAIL VALLEY MEDICAL CENTEII Joo No. 4 424 go DATE: 6-29-90Attn: Mr. Dan Fcency
181 l{est Mcadow Drive DALY REPOI{T No. SHEET 1 oF 1
. Vail co 81657 *worcE No.
PROJECT vaiI valley t{edical centcr parki'g st'uctrrrc, Vai. l, cororado.
Foundation Footing on Line 3, Line G to Line E;
BATCH N
suPruER Western MobiLe TnUcK10. 46 11cKErNo.0L0677 MHDEstcN no. 23 cu.ro, 8
rtr€IrATcHg) 1:15 P.M. nMEARntlED 1:35 P.M. nuEpr,fcED 1:50 P.M.
RELD TESI]NG INFORMATION:
luE TEsr rN(or I :40PM sr_uup
.roo sPEctFtc^Ilol{s SU,UP
arR cornun 4. 8; wEr uHn wpclr --
AIR CONTOTT 4_6 r WAIE r ADD@ AT StrE
!'c{. sAlPt-E rcrtp. 74o ,rlr rorpSSo
ficot. RErr,rnX& 8 @ 88 yds
3N.
Max4 lN.
CYLINOER INFORI,IAT|ON:
rlo. oF cnJloF_Rs 6 6rr x 12ll lrME cnrND[rls cAsT 1 :55 P.M.wuFne cArr 0n-Si ter'lt [{)Fn stzr:
CURING INFORI,TATION:
'NITUL
CURE On_Site RE-O
'TOI.^OE
FrCllJn6 Insulated Bo* U6,.7rrO<. o/\TEfiUE AI Wr_2_90
DAIE SIRIPPID 7 -2-90 trt: M . Gruber nElri\RK*
AGE
DA)6
MTE
TESIII)
Tgr^l. LOAD(ut5)DUnElrjl
([,rcll15)NlcA(sa. rr.)
cogP. 51n.
(t5r)
-t'/PE OF
UCTUn€
C:rUNDOt
WFJC' IT(urs)
crLluo€x
uMr wf]Gl (r
(rcn
7
7
28
28
28
28
7-6-90
7-6-90
7-27-90
7-27-90
7-27-90
7-27-90
1I-9, 0.00
119 r 000
L47,0o-o
_L55,00.0
15 5 , 0.0.0
156,00O
6.00
6. 00
6.00
6. 00
6. 00
6.00
28.28
28.28
28.28
28.28
28.28
28.28
42t0
4u'q
5210-
5490
5490.
5530.
con/sp 1i t
con/sp1it
con/shear
con/ shear
con/ shear
con/shear
4000 PSr o ?o r)^\5oEsrcNSTRO.IGIH
'|JIS Ct WgrArOfi n| Fsdorn Arf |lr ratfill^,rf, wrrr rrrrgrrf ^nu rra,rx)rtri tr{l:i3 ollrr,nfl:{ }toltD
30st llltun4r|ol| olt lts tls| 8tr\xl UAY tt I'nt JI(RD ttr onrul5.
PROGRESS REPORT:
Fishcr P.eece Johnson Architects,t--t"" Atttrt Mr. Skip Spcnst; Western Mobil
G.E. Johnson Construction Co., Attn: Mr.
Jack'Ihomas; Bierbach Consultj-ng Engineers;
l'{. Gruber T. Laudick
RELD OI]SER/ER APPRO\ED ITT
ChcntlNorthcln,htcQ
i !uL LiiiPYREP.RT
oF coNcRErE rESr cYr
;
LIND ER DATA
' ,.-rllr.? | rgL* t .F, i<l-||t.
RECEIVED
TO: VAIL
Attn:
181
Vai I
PRO.,|ECT
VALLEY MEDICAL CENTEII
Mr. Dan Feency
West Meadow Drive
c0 81657
Vai 1 Valley lt'lcdical Center Palkin
JOo No. 4 424 90
DAJLY REPOKT NO.
ilwolcE No.
DATE: 7-26-90
SHEET 1 OF
Stlucture, Vai 1, Colorrdo.
Footings on Line 2 fron Line B to Line C;
I]ATCH TICKET INFORMTION:
supruE1 Western Mobile ICKET NO. OLL223
nME ,rRRrvtD 1:15
Mu oEslcN r.to. 23 cu. ro. 8
P.M. TluE PtfcED 1:30 P.M.
FIELD TESNNG INFOR}TATION:
nuE IEr T r(Ell 1 :45PM sLvuP 4r2 @NrEfiT 5.5: WtT UNn Wr:rlr 142.9
CoNTElrr 3-SIWAIER AoDt)D AI sm
sllPrr rEll,, g0o etn luP. g0o
col. nElant(& 48 of 11,2 vd3
pct.
g
C]'I.JNDER INFORIT,IATION:
tro. oF cytjuo€Rs 6 rtt t r)FJt slTr 6rr x 12rl llMr cruNDnts osr 2:00 P.M.wHcnE c,\iT on-Sitc
CU,llNc INFOR[itATtON:
N|luL cuRE On-Site FtaL strlnAcE Frctlmf,s Shaded u111.,/l,wc D\rEnuE AT u$L7-27-90
o rE slnrppet) 7-27-90 0y: S. Urton REll nK*
shear
coni ca1
.,
28
28
28
28
8-2-90
8-2-90
8-23-90
8-25-90
8-25-90
8-23-90
6. 00
6.00
6.00
6.00
6.00
6.00
28.28
8. 28
28.28
28.28
28.28
28-28
96, 000
97,000
oEslcN slRENGIl{ 4000 Pslo 26 r)^E
rtjr: ry uutt^lofit 'r]rrs.,orn ^^f tft r.Jfrr[wrf, w|||r
^rrfi
rTrr{ r-<lu tr!-llrotti tnnlal olllullfliE llolto
lorrt |'{{rua lx)r| oll utlt lt-st lrtrofl, u^r lI: Pn(,9ru(I, lt olllurS.
S. Urton T. Laudick
RELD Ot]sEfiN/ER APPROVED IIt,
Fisher P.cece Johnson Architects,ttt't- Attnt Mr. Skip SpensQ;{sslsrn Mobilc
G.E. Johnson Construction Co., Attn: Mr.
Jack Thomas; llierbach Consulting Enginecrs
l3^r,unA'!rn[cTr'.mnFtr3.I|.|.|,nE^'roo|,i<'tv1]l.r|ln'mdt'{i'l,n$n'DA3l|rr.''rrI',lwFttdi'rdof(x,n|:||[|Jq'r.(rnrl'U'''t1.J'|c||,il'.r!onE|'r4ts''r'r..'tttr:^,|||||4oUir'.'\'l'3.|3nt:itrrtuirrrotl,c([t[[|tr
tounln, ur{Lss o|r?l,i rnn ]€(tt fis ,r|l[ rrnr.o lo lll wlllllllc.
| ,h.- ., u,.l iiri-le-,. r. ...r,Fr.
t..r,n rrr. Glttl.l^ a/eo
O
75 soulh frontage road
vail. colorado 81657
(303) 47s-2138
(303) 479-2139
Novenber L4, 1990
Mr. Dan Feeney - Project ManagerVail Valley Uedical CenterlSL West Meadow Drive Suite t-00Vail, Colorado 8t657
oflice of community development
Dear Dan,
Your letter of October 19, L990 concerning the filtrationrequirements for the hospital parking structure was passed on to
me for response by Kristan Pritz. Please forgive the delay inresponding to your letter, but I felt it s/as necessary toresearch the facts before I responded to prevent a
miscornrnunication or inaccurate communication of inforrnation.
f have reviewed the plans for the hospital parking structure todeternine exactly what was approved under the building perrnit.
The plans show the lower levels of the structure drainingthrough a sand and oil interceptor before entering the sanitarysewer. The upper levels are shown to drain through the storrndrain and ultimately to the creek. However, on the comrnentsheet attached to the building permit, Joe Norris indicatedunder iten 1-5 that drainage of the top level of the parkingstructure be provided through the sand and oil interceptor.
After conversing with cary Murrain of the Building Departnentthe staff realizes that there are no code requirements whichapply in this circumstance. As a result we cannot ask you todrain the top levels of the structure through the sand and oilinterceptor. Conversations with Kristan Pritz indicate thatalthough you are not required to drain these levels through thesand and oil interceptor that an alternate recomrnendation wasmade. The recommendation was to bring the drainage from theselevels out tbrough the necessary pipinq and then carry it
o
through a cobble swale before it passed to the creek. Thepurpose of this swale was to acconplish some measure offiltration before the effluent entered the creek. Kristanindicated that she conferred on this subject with Greg Hall and
Todd Oppenheirner.
After consideration of the circunstances the staff is willing toreconsider the stipulation to require the top levels of yourstructure to pass through the sand and oil interceptor. Thestaff encourag:es the VVMC to utilize a sand and oi1 interceptorj-n order to provide the most effective pollution control . Ifthe WMC will not provide the sand and oil interceptor some typeof filtration systen to purify the the water being depositedinto the creek will be reguired. This alternative could be arelatively sinple plan or sornething more complicated. I would
suggest that you contact Kristan to discuss the previously
considered option of the swale.
If you have further questions regarding this issue please do nothesitate to contact this office at 479-2L38.
Environmental Health Officer
cc: Gary Murrain
Greg HaIlKristan Pritz
M voilvolley
t6ilt r AVw 0,w
May 14, 1991
Itlr. 14ichael McGee
Vail Fire Department
42 ttest Meadow Drive
Vai I , Col orado 81657
Re: Inci nerator
Dear Mr. McGee:
After full review of the options regarding the condition of the Hospital'smedica'l waste incinerator, we have dlcided"replacement wouia ue ttre niosfpric-tical solution at this time. we are now evaluating oifierent systems andreviewing-any modification or construction requireme"nts needed td accommodatea new incinerator.
We are presently utilizing the existing incinerator under controlled condi-
Ii:!r^lrg 9isposing of our current amo-unts of waste without probrems. t.|epran to have a new syste-m..in place before the next ski season, which falllwithin the time frame of November 1, 1991, as ""comrenaJ-in'your ietier-dated March 21, 1991.
I will be happy to keep you updated on the progress of th.is project.
S i ncerely,
medicolcenter
,?,8
Denni s Post
Manager, Building Services
cc: Ms. Susan Scanlan, Town of Vail Health Department
{l: ?rl Stanek, Bui'lding Inspector, town bf Vail -
Chief Dick Duran, Vail Fire Department
11". (.1 Hughey, Assistant Town t4anagerMr. Robert Jorgenson, Colorado Depaitment of HealthMr. Ray McMahan, CEO, Vail Valley'Medical Center -'
Mr. Dan Feeney, project Manager, Vail Valley Medical Center
181 Wesf Meodow Ddve, Suite 1m
Voit, Cotorodo 81657
(3O3) 4762451
. Roy tvlcMohon
Chief Executive Officef
,, Chcnt")Northenr, I"c;
tsr'
o
LIN
'^.atlltut luTt-.. .rn l4t-4t 1.
,^REPORT OF CONCI1ETE TEST CY DER D.ATA
PRO.TECT Vail Vallcy ttlctlical Ccrrt:cr lt;rrki rr11 Stnrctrrrc, V:ril , Cololarlo.
TO: VAIL VAI,LEY I!I[DICAL c[Nl]jIT
Attn: Nlr. Dan Fccncy
181 Wcst ltlcadow Drivc
Vail CO 81657
JOo NO. 4 424 90 DATE: 1-4-91
DAILY REPOI{T NO. STIELT 1 OI: 2
rr.rvotcE No.
Repair 0f Wall on Line C;
UATCI-I TlcKEt' |NFORIJAT|ON:
supruEx hlcs tcrn l.'lobi le rlcKEI llo. MIX DESIGN lfo.irli x C CU. '/D. 4
nuE lrrrtrv[n 3:04 P.M-- nME Pl..rcED 3127 P.t'1.
'fnrrc.r( lro. 11,7
2:31 P.l'1.
FIELD TISNNG INFORMATION:
nME TEsr rA(tr 3:33 PM Stuup 7+ [,t. Nlt colfiE n4.8 t wLT uNrr wEtc rf 4J.4 pcr. sArPtr tu,tt'.63op.r'rrt rulr'.2gop
JOO SPECtr CAnOIts 5UtUF1,,13*g tN.
^R
COMEJfT5_7 I WArEn IDDCD Al slrE 0 Cdl. nor nt(S
(rtt x l2tt llul: Cnllmrtt:i C,\sT 3243 P wrtu : c^tf orr-site
In Box Inside
Heated Roon
NET
'IKS:
CUITINC INFOR},IATION:
lNflul CURE: On-Site
o^ru srnPP€D 1-5-91
na.o fi9nlcE FlclullLs
w: C. Adams
c/U'll)l,n
ulrtr $1x;r lI
o'ct)
5A
7A
7A
284
28A
28A
284
shear
con,/sp1it
con/ shear
407A
4s60
4790
28.28
28.28
28.28
28.28
28.28
28.28
8.28
6. 00
6.00
6.00
6. 00
6.00
6.00
6. 00
1 15 ,000
129,000
135,500
1-7-91
1- 11-91
1- 11-91
2-L-9L
2-r-9L
2-l-91
2-r-9I
4000 Pst o ?6 tl \6
fljllg ttl utlqulufi fltf.,..rurl trJ [l r.rrrrtrrt4t irlll 'adr:"il 'rlu -l.lrlr||tri l|'nr:i ollll 'L-E[
llolLo
3o|rt lfllulrr^lxrx otl llll3 lLsl ttllnl u l lf I't(,vlll(o Iu ollllni'
rEbA8r38&wEn aorniurJ"#i'k
Fishcr llcccc .lohnson Archi tccts ,
CoPlEs Attrr Mr:. Skip Spcnst;{sq1gr1 l.loSilc
G.ll . Johnsou Colrstruction Co. ' Attn: lulr'
.Iack 'l'lromas; llicrbach Corlsult irrg lingitrccrs
l.i I uuntrt Frtrclrtr ln atltt4't. lllr FllnE rtttt ltl ri<t l!r_\ 'llrh .r' tt^ltrrtra3. rn|l;tlrirtn on tYlnrcls r rrtu .'l nlr:'nl tl
':ount-ntt ur{t.t3 orrrl ,nMrrcl.lrutl! |Jn ,.Jnlo lo lll *nll!|l:.
^ 6-.- c rr.l rriirlc".. .. ...!116rr-
a.ri ||. C|.tl IJA a/eo
nraYrrrr3 lri: 'ntnflrtl A't |'lr aottllltrtul ttrfi trfl 'roiiir' iir ninr:r 'n ntjltratt rr troor: ol,r rrrllllttr Itlrrt'rr-fitn ct |t tn,.! rtlo rlttrYxrlrllrttl Inn flitr]'
.-.^!r'r t.-r t{i t. tI: ut3r.('-.r,D oru rltl ll:llt|.: r'.
', Chcn0Northcnr,lnQ
r Frrr- .. -l.j@ * .r...'rFnr..
t.rn rb. cLCllJ ./eO
' ^tqtttm l67tF.t. .F r ;.t'tr.t.
REPORT OF CONCRETE TEST CYLINDER DATA
rt^uuntq'ir'rYcTr'|m.jr'[..i.I||'nh|Er,od||tt'|vt-l,||'t|.T1l],rrj|rr'.|t|oA.ir|r.orfrf't'lu|..'r'!|'l\|rrt'r.'lt|rtr,|'.|:\cixr;i|nr'no''x|n,.i|3'|r'g'itnln.n|'''woor.n"'i.i..r'.iiii.iil'iij]:rr,orn-o.nrllltr}l-
4asnltff, lrr{tjs olrtrt |ntwqruns ,m. ,.tn.-D lo lrl *nlllrl;.
tt.:ltl: r.
TO: vAlL VAI,LEY MEDICAL CnNTDll JOU NO. 4 424 gO DATE 1-4-91
Attn: Mr. Dan Fccncy
lS1 l{cst l',lcadow Drivc DALY REPOI{T NO. SHIEI 2 Ol- 2
Vai I CO 81657 t^rvotcE No.
PRO,JECT Vai I Valley lvlcrlical Cctrtcr Parki trg Str:lrcturc, Vai l, Color':rdo.
Deck Topping, Second Level, Lines D to E"5, Lines 2 to 3;hird Level, Lines D.5 to E.5, Lines 3 to 4;
I,IATCI] TICKtrT INFOR},{ATION:
supruEx llcstcrn Mobi lc I
rnucK lr0, 155
11 :53 A.M.
rlcxEr No. J417
nUE llmrvTJ, 12: L6
Mrx oEsrcx ro.l j|?or'ne6."t.
p-.lf: Ilxf, Pt/tc@ lZ:40
FIELD ITSNNG INFORMATION:
ruE TEr r^,(Erlz:54Pl,l sLUuP
JOO SPECmCAnOIls suruP
Nrr cof nE {16. 7 ; wEr uNtr wuctlr 138.6 pct.
A,R coNTOrt tr WA|UI A0DED AI Sm 5
5 !ptE, turp.640F attt rurr'180F.
arf. nErr Rt6: 8@ 24 of 32vd+3
CYUNOEII INFOIIM^TION:ln. oF c;yl ntrrols 6 (>tt x 12" ltur cn llll)lilt:; (!\57 mrDrr o\if On-S i tc
CUlllNG lNFORl,{/rTlON:
|NIIUL cuRE: 0n-Site
oAru sInrpPE, I-7-9L
orrtnlue er r,ur. 1-7-91ncr',Es l;;IllTl,ffii"
cl1 , rn-ll
wtJcx rr
(l'lJs)
shear
shear
28.28
28.28
28.28
28.28
28.28
28.28
6.00
6.00
6.00
6.00
6.00
6.00
88,0 0o
90 r 000
7B
7B
288
288
288
28B
1- 11-91
1- 11-91
2-1-97
'2-L-91
2-1-9L
2-L-9t
orsEN sTRftlcjnl 40oo Psl o 20 0A16
lu;|':i ltt (,{xrulqr rtfttfto{r ,^t |tr r.r:rttt.'r't, i,lnr rant: ril trlu -r|f'lll)t|. lltrl l:3 ollllJldlSl' lrclto
tor.tt l|tr)nlr^lkrrl oll 1116 ltst lltt!fil ll Y l( |'|nfl{)(o w olllul3' I
Adarns 'l'. L:ru rli ck
ousEfiven APPROVED rr
Fishcr llcccc .Iohnson Architccts,
coPlEs Attn. Mr. Skip Spcnstlvcstcrn lrlobilc
6.li . Jolursotr Cotlstructiotr Co. , Attn: l"lr '
Jack 'ltornas I tlicrbach Consultilrg lingincers
,''Chcn0Northcnr,lncO
REPORT OF CONCRETE TEST CYLINDER DATA
|tAguntrtF'.fcTY'|m.jt|.'|Tt.n[ir'Fr:!no'ft.|9v!,l|^.lYnrs,,'f1l,n.ril'l| lr|[..'o'f|d'.rutnrF|nfYof
rr .r irrrtyt r.rt rorqrr.irr6.-itutr t.n D ur4r.i3 otrnt larwglruol t tt rJn Ln lo rl F||lllllc.
^ Er{r- .. rr..liiili-le-,. .f .6D,rr..
tii. 15. CttttJ a./eo
'ar-lu,rt l.{L8.. .^., !zl-iht.
To: VATL V^t,t,t:y l.tt;t)Ic^L ctiNt't:R Jou r.to. 4 424 90 DATE: 12-7-90Attn: Mr. l)an Fccncy
181 htcst lrlca<lorv Drivc DALY flEPOl{T NO. StltiL-f 1 0l' 2VaiI co 81657 nvotcE No.
PRO.JECT V:ri I Vallcy l.'lc<l i c':r I 4cn1-er P:rrkilrlg Stl'u(:trtrc, Vlil, Color;r<lo.
Pt^cljMtNr LocAIloN:
Building Tie-in Deck, Line B.4 to A, Line 1 to 2;
rj^Tct-t xcKEr INFOIIMAT|ON:
supruE1 l'lcs tcr:n lrlobi le
TUE O^TC' IE)
'f nuo( ilo, 1,07
8:59 A.l"l.
rfcK[I ]ro.01 3316 uu_or:rctl No. 24 CU. YD. 8
nu[ ,{llllrvfD 9:30 A.M. TlMe PLrcED 9:50 A.l.l.
FIELD TLSNNG INTORM^TION:
T]UE TESr T/0{E}l$;!/ AIU sLUUp2 3/4N. Nn Cof ufr4.0:WLT U rr Wuorr --.-. pcf. S J,tl'tI ttMP.68oF]Jtt lE,rPzsoF.
JoB spEcrlc{nots s!!up t}t. ,rllt comrlrt ;( wAtljn AfrDr-D Ar sttE 1(r- at. trD,u,r 6:
cYLtNOilr INFOI&{AIION:
trr. or c,'vl rtrrrns d rjyr llrorn srTr (rrr x 12" 1ll..l: r;n llll)rtl:; (: 5T 10:05 A.l't. mlt;ll: c-\5r On-Sitc
srottrcE rlcrullrs
J. Hoffman n[&{rKs:
CU'IING INFORI,{ATION:
lN]n L CUttE 0n-Site
o^rE srnrPps) 12-8-90
tfl|l./r{N(.()^rt^ruE Ar t^rl2-8-90REI)
ltY:
AGE
DAI.S
DAIE
rEsru)
Tgr^l. t.o/\|
(uE)
t)u!flr.n(|l{clr[5) rlrA
(-;a. rl.)couP.'fln.
05r)
Tn'[ oF
HlACtUttc
ctl llll)F,l
wrxr r r(uE)
cnllrDt-nur{r rr1x;(r
(r€r)
7
28
28
28
28
12-74-90
12-L4-90
1-4-91
t--4-91
1-4-91
1-4-91
133, 50O
131,000
153, 500
157,500
156 , 000
16 2, 000
6. 00
6. 00
(r.00
(r.00
6.00
(r.00
28.2t1
28.28
28.28
28.28
28.28
28.28
4720
4630
5430
5570
5520
5730
con/spl it
con/sp1it
con/ shear
con/shear
c on/ shear
con/shear
oFSrcN sTmlrc l 4000 l5l o ztl ruJ€
!t5IS ttt i,/vlllt^fom nl tr,r'tlrtll lrll lrl r.,:txrr$trt, wrrll rFnrrrrt l.ilt r'lrlr,1,< Itr{l_-'i OllllriaA
"OllO'Jo||t lrtu$r lutl oll llxS ll5r ttlvfll ! ? ll. ftnr\41{t, lrl ollll,lt.
PROG'IESS REPORT:
Fishcr llcccc .Joltttson n rcll itccts,tJut-rLr Atttr: Mr. Skip Spcnstlgcstcrn lrlollilc
C.li. Johnson Constructiotl Co. , Atttt: lulr.
.Inck'l'lromas; llicrbach Consultirrg linginccrs
J . I{of fman '1.. Latr tli ck
TIEI.O OU5TI{VEII APPRO\ED [IT
Cdr.itltl &r{h.-r ri i..-{l.
REPORT OF CONCRETE PLACEMENT OBSERVATIONS
To: y411 vALLEy MEDICAL clNTEIl JoB No. 4 424 so DATE 12-7-90Attn: Mr. Dan Feeney
1S1 West Mea<low Drive DAILY REPORT NO. SHEEI 2 0F 2
Vail C0 81657 tlM)tcE No.
PR(UECT Vai l Vallcy Metlieal, Cente:: Pnrki.rrg Strrrcttrrc, Vail, Colora<]o
l{estern SPSEEATpI|S: SLlrllP 4',: Afl cOt{IE{I
suPPrm Mobile llD( t.D. 24 lr4;Egr IDrpf-MTUne nrxcg 30oF.
lEsr
Mr.
TRT.ICK
1,P.
IE|(ET
l,'Kr.
TT€
SAICHED
IUE
AftRflE)
'nu€
s rPuD
nElo.r,Ttctl
CO{JNTER
tforN
REVO{-rtnON
O(xJMTERcouljryN
cullc Ylm
t_uD/
CTTUUUIIVE
w rEn Aoo@ql!-oirs
z
3
t51
1.07
01
01
3220
3322
10:17 AM
10:49 AM 10:57 AIt
10:50 AM 8/ 76
8/2r
20
rE;rilI s{l[?(0.)IET UN'TtEorfr
(Pcf))'tE.D
corsRElErnrPE-
RAN.!REc4
REn ru(s
2
3
4
4 u2
4.7
4.9
67
72
PROGRESS REPORIT
Fisher lleece G Johnson Architects,
COPIES 4111; tvlr. Skip Spenst;
G.E. Jolrnson ConstTuction, Attn: Mr. Jackthonas; Bierbach Consulting Enginccrs;
Wcstern Mobi le :
J. Hoffinan T. Laudick
REID OBSEfilER APPRCIVED E/
at A ||.mr|( ?Eltclrta to (ltml t|t nrrr ,rr, o-l! tr,I.t At ita(rtt-.t r^t trr4rtn At n7 cofrfx]trl PF(F ttt (' d,l o fxt:l |,o Atnmnc,/rrDl toi Fltl EA-lul f sllttlIxtl (nFqrtrr.r G mi\crs tto{ (! ito'.,ttt |l ctt Nlrv|tni 6 it:ltrt-D po|l)rE (ltt mnl}t APPno/rrL Sllrul rll tf o(tlultD Gf ,|fllx ltJlrxl EcutiIIID t,rr:t ol .i ,it$rstrxrl,oa ,g[rt Io x t||'t||l
a '!r'.- d r.(TiX-l'r' r -irr-r.
t i 1... CEll{ VaO
..- ' . .CltcuONorLhcrtt,lna
-^\ '.'-rtrrq l^{l|-'. .^n :41-!lr.r.
CONCRETE TEST CYLTNDER DATAREPORT OF
To: vAIl, vAt.t,EY MnDICAL crNTllR Jou l'lo. 4 424 90 DATE: L-2-9r
n ttn: Mt'. l)an [;ccncy
l8l 1lcst l.lcadow Drivc DAILY nEPOlrT NO' SHtiET 1 Ol'-2
Vai I CO 81657 tNvotcE No.
PRGJECT Vai I ValIey trlctl ical Ccrrter l,afkirr11 Sl'l'trctltrc, Viti l, Cololittlo.
Deck Topping, Level 3,
Leve| 2, Lines 2 to 3,
Lines G to D, Lines
Lines C to li;
2to3i
u tcH TtcKEr tNFoftlihTtoN:
supruE1 $lcstern l'lobi lc rnucK llo, 100
9:52 A.ltl.
*. L2,1-?. cu. \o.w/rlDer
nlE pr/rGtD 10:10
ilcKET No, 3401
nME NtnmD lQ; Qd
FIELD TESflNG INIORMATION:
1uE IEsr T l(Er 10:25AMsluup 4k u{. Ntt 69rttE}t1
JOo SPECIFlo{nO}ls sLUUp tN. NR CONTEIT
CYLJNDER INT OIII/A'TION:
rn. oi nn rriii.ra
- - ' rt rlrt tttttrtl stTr (rrr x I 2"
pcf. Sr'lJt'LC 'lEt'lP.61OF
. AJtl fElll"l50F
col. ttEltanr(s: 8 @ 8 Of 48Yd
10:35 A.M. u/lrDrr c^rr 0n-Sitc
5. 5; wrT uNrr \{ucltr14L.4
I WA'EN AI'DCD AI sfIE
CUNING INFOR},IATION:
lNru! cunB 24hrs. on-Site
(ulE srRrPPs) 1- 3- 91
n&D ston 6E r,icruilrJ Inttl lnt:d. l?T MtN./r.rN(.Insloe bur r clng o^l[,nruE AT Ulu-3-91
cnlllDl:nu'|tI rr1 x;Ir(t'ctl
tn,r oF
t n^ctulrc
con/sh ear
con/ shear
A,|t/\(so. ut.)
28,2t1
28.28
28.28
2ti. 28
28.28
28,28
7
28
28
28
28
(r. 00
(r. 00
(r.00
(r. 00
6.00
(r.00
L22,500.
.L27 ,5AA
1-9-91
1-9-9 L
1-30-91
1-30-91
1-30-91
1-30-91
000 f,sl o 26 rI^IT
n.sfs UY wxtt^lo|lt nl rstt||rll lllf ltl L,:(xll!,r'l *rlrt rt'Jl tTlr I lllu-r'tllltl'' In{l35 oll|| tllilS[ llol[o
3olrf ltt,ulu lntl oti ittt: ttsr'tnl'ont rql lL l'trcvu(D trl olllurS'
C. Adans '1" Latrtlick
F|ILD OUSER\trII APPROVLD lry
Fisher llcecc .Iolrrtsott Arcltitccts,
coPlEs Attrr Mr. Skip SpcnsQ;yqs16r'n tr1o5ilc
G.ll . Jolrnsotr Construction Co., Attn: Ilr'
.Iack'l'homas; llicrbach Consulting lingittccrs
t3 l rrvtura r'n rrrgfrr| no drt43, tlra.rrn4 rt|o dlia,l!t-- r! 1, !l-ql--r. ,'tI
n trr-.r- ii^rr"rrrr{ cntfttrtrtrt on lYlnrcls trnlr .tr {ll:{l'lt'n ol'r nl l'(t!l_t
(orrrtt.n|, ulrrlls olrrt larut€r lru||! rru. ,.rr| Lo lo ltl lrlllllrl:.
a Fri!' .. ,r".liliillr.- .r .o.'r-r-
,rni ,r.. Cltl IJA a/to
(lm.!tltO A'i rlr a,OrtldtlrUl 'trFt
trrv (|r
'ttn 'l I lrl''\ "to "tlrfr||',rllttr
litrr '!l[t4-rl'iiiir]#rr^r1r iiii",J'ora nrrrtttt,.,'rtro"l-:-^u.lli lr(l rl: 1":l$31o ot l'l'r lr:l,,'' r-'
Chen€Northern Cd:fit ]||h-t tr Lr-\rY.
REPORT OF CONCRETE PI-.ACEMENT OBSERVAT]ONS
ls A rrrntt titttctDa ro ctrxtt, Il |t.[t fro o.;ttvLl at firlrrr: ,Jrt t r.r'fD ar nr ootDa]llv! tnoffrTY (' (lf cr fxnl lro Aml'|tulDl f(r ?tri rA-
rpr d grArt rflt @onro.r <i cxirrcr: rroa (r |tori]r€ cu ru{fii-a rri.rvro pf.]or€ (rx rtlttDl ltfior& s rfu: lu E D(Fcrl, 6lfrli ltj?]€ t3oofirIID lra.l,:s. gllll ,nxlllxlt ,tf lftID IB x |tr|ri
ir-n ,-, -{TttFl- .,...rr.*.
t-rr )fr Oafll,|t a,/F
o
Tot vAtL vALLry l"tEDIcAL cEN'mR JoB No. 4 424 90 DATE t-2-91
Attn: Mr. Dan Feeney
181 West Meadow Drive DALY REPORT NO. SHEEr 2 OFz
Vail CO 81657 tlO/'tCE NO.
llgrEgf Vail Valley Medical Center Parking Stnrcture, Vail, Colorado
Western SPfIIfp\lPfis: stlruP Afl cot{IEIT
SITPPUER Mobile vu t.D. I2l2 Topping w/fiber lrao{r T PCR ruRE n^}lcE
Tt Tt€.lnuc|(
Mr.
ncxEr
lro.
tlulE
AAICHED
I|rE
ltrftvEl)
Tlu€
s lrPr.g)
RAiqrtfFll
@U TEREqll
RE\O(l'nOll
@I'NIER
couPr.Ellotl
cullc Y G
t-olAD/
CUUULAIIt/E
WAIER ADOS)
o uon6
1
2
J
4
5
LL7
100
151
rt7
100
3402
3403
3404
3405'
3406
10:41 Alv
11 :30 AI
12:40 Pl"
2:28 Plrl
11 : 0OAM
11 : 42Al"l
12:55PM
1:58 PM
2:45 Plt'l
11 : 15 Al"'
11:58 Ali
1:35 AM
2:05 PM
3:05 PM
8/ t6/ 48
8/24/ 48
8/s2/ 48
8/40/48
8/ 48/ 48
8
2
18
5
TET
ML
s(l,l?(m)A'R
coffrEfi(r)
*rr uHn
vvEjcltT
(Fcf)
YIIlI)
coilcnf,IE
TE'PE-
MTURE
cF)
RD.^ro(s
1
2
5
4
J
4 r/4
3 L/2
3 L/4
4
4 L/4
). /
5.1
). /
6.6
7.0
141.0
t42.6
t4r.4
1.40.6
159. 8
58
62
61
58
58
PROGRESS REFORT
ljisher l{eece {i Johrtsotr Arcltitects,
CIPIES 71gsn; l',tr" Skip Spenst;
G.E. Johnson Construction, Attn: Mr. Jack'l'homas; BierbachConsulting Engineers;
l{estern ltlobi 1e;
C. Adams T. Laudick
RELD OI}SEM/ER APPROVTD S/
u ChcntfNoilltent,InO
To: VAIt,
At tn:
181
VaiI
PRO.'ECT
MICII TICKET INFO'II,IATION:
supruEx I'lcs tern Mobi le
llME o^rclltr)
rt A !ul!l{ ttrnrcTrFa ro al lftrts. n|' nhrE l]lorr.ra lr itrrt!rrrr!. |:or r:l rrarr6 on lx!n,atl trr,rr
4t'unln|| u'|rlJs olt{l rrr|Arqvuns rr- |.JrtlD
r Eir- .. r-l iiilll"'-. .. G!.iFir..
..r.n r|. Cgt | | ll a/9o
VAI,I,EY MNDICAL CI]N'NiR
Mr'. l)iur l;cerrcy
l{cst l'lcadow Driveco 81657
REPORT OT CONCRITE TEST CYLINDER DATA
'r.E l|'|r' Inllbrr .nJ t l-.tLr.
Joo |ro. 4 ,l?4 90 DATG: l2-12-9O
DATLY nEf'ORT NO. sHgET 1 otj 2
I.NO|CE NO.
Vai I Vallc It'lcrl ica l Ccnter l)rrrkirrll Stnrctlrrc, Vlil, Colotatlo.
Deck Topping, Second Level, Line C to 8.1, Line 2 to 3;
'rnucJ( ilo. Il7
7:42 4.14.
(rrt<llvl\ ,ll nrmnll trf.
'rr
G ,|r||rrt oull nt l\ltls
lr, lrl f,(llllx;.
rcKEr llo. 3359
nME NlllfvtD 7. cg
w.12L2 cu. YD' I
TruE PLfca, g: l7 A.t"l.
MIX DESICN
A.M.
jtrnttlrD at lltl f,orrrtxtrrut ttloat tfi (r rttn llItrls.
t-"
-nt.',r.
tra tr l'f rllrr$ O{,n rllll l(ll l'".tr('v'l_''"4!11 1 5 tr( l'
,r(t ,.r lfnrr^lorl Inn nlnt rl -
oti 0r5r.rr1l o oa l|ll.i ll:lur: ll
FIEu) TESNNG INF'ORMATION:
IUE TE5I TN<EI g; !g ANt sLUuP
JOo SPECInC nOI$ sLUuP
cornElrr 6 ..1 : wLT uNrI wucjtt I42 .2
COI{TOIT tr W^TEN N)DED AT 5TTE
sAgpLE .tfup. TSoF xlr rulggop-.
|.{t. ttor^Rt(s: 8@ 8 of 32 yclJ
CYUNOEH INF OIII.,|^TION:lo. oF c,Yt DIDFJIS (t (rrr x | 2rl rlur (;n ltlorlts c.lsr 8 : 35 A .ltl wrorr c^ar on-S i tc
CURING INFOII}TATION:
lNIIUL CU[E24 hrs. On-Site Ro11 STO1IAGE Ftcltjllts Insulated Box MtN.,/yA(, u lt:nlr.tE AI WL 12-13-90
Ir^IE SIRIPPrJ, 12-13-90 t}t: C. Adams nru ,lxs:
cftDlt)l:nulllt \{ll(t lr
(r'ct')
coup. -|;ln.
0€r)
4240
4160
4900
s040
4770
5180
Ntt-i\(54. fl.)
28.2t1
28.2t1
28,28
28,28
28 -28
28.28
7
7
z8
28
28
28
shear
shear
con/shear
con,/sP l it
con/ shear
con/split
(r. 00
6. 00
6.00
(r.00
6.00
6.00
120,000
117,500
138 , 500
142, 500
135,000
146, 500
12- 19-90
L2-1.9-90
1-9- 91
l.-9-91
1-9- 91
1-9 -91
4999 rrsl o ?o rl^16
IISU! U/ l^rtUtoltY rtnS.rrt{l rrf [r atr)|lr{r:1. r'llrt ,t'r'i r./rtr a lllu rrtllntt' In{l:i oltll
'fl{Ef'
llolto..,lll llllutu llotl (rll llll3 ltsl ldtronl r Y l( tltuvu(r' ut ollll.'13'
C" A<lams 'l'. t'arr tli ck
I.IELD OUSIITEII APPROVLD TT
Fishcr llcccc .Iolrnson Arcllitccts,coPlEs Attn' Mr, Skip Spcnsq;r1o*1"rn lrlolrilc
C.ll . Johnson Construction Co. , Attn: lttr'.
.Jnt:k'l'lromas; lticrbaclr Consrrlting linginccrs
' Chen€Norrhern.lnc O co.r..{l{ f"h.-r 'rl g.L{l.L
REPORT OF CONCRETE PI.ACEMENT OBSERVATIONS
N l rlml{ Ti'|"Grr'| rtt (ttxTl It( |t|lt /r,o oi!?tt{l At ifxtrt't !i( ltr,ntD a! nr c('trftrrvf-fFnflitY (r (||t o tr'Il' ItO A',nrtitlm{ ru nF E -
mr d. srarr"rxrl cm{r rrrr(16 (r rxri{cr:t rm.a rrl ^torrr€ o; nrrrfr*irt:iiiiD'-lrreri-cla rrntu rfPn<r/& 3|r,'uJ ml E DoFqrD cf lnln IBltE 6
oattull, urrs oDrt ,rtxllar.Ia |Aa rtu.o lo || rmr€.
a 'rrnF r *fTiiii-lnt d ...rr...
trr L., OlCl l,aa a./ao
To: y111 vALLEy MEDTCAL CENTDIT JoB No. 4 424 90 DATE 12-12-90
Attn: Mr. Dan FeeneY
181 west Meadow Drive DALY REPORT No' SHEET 2 0F 2
Vail C0 81657 tNvorcE No.
PRGTECT Vail Vnlley Metli cil Center Parking stnrc.ttrrc' Vait, Colorado
Western speFp1rpr6: 3trrrp lltt cot{I'{r
gupruar t*,lobi le uu r.D. I2l2 algENT TE.|pERATURE R^rsE
TE!T
Ml.]nuct(uL
T|o( T
M'.
llu€
EATCHE)
IUEANilE'
lIU€
s |lPt@
IIE\rcLU
ctx,MTF.R
EOIN
REVO(ITno|il
C{X,NTEN
@uPrEnoN
:I,IBC YAR6toto/
CUUUIAIIVE
WA1TR AOOCD
o r.loNs
1
2
3
100
151
117
3360
3361
3362
8:33 AM
9;03 AM
9:30 AM
8:40 AM
9:18 Al"t
I :46 Al"l
8:52 AM
9:27 lN
1.0: 14Ald
B/ 76/ s2
8/24/32
8/32/s2
10
72
IESTH\suIP(ur)
tErunt€qfi
(Pcf)
YIE.D
OONCRETE
TEUPE-
MTUNE
cr)
RfI|AfUc;
1
2
J
4
J
4
Ll4
u4
5.9
5.8
6.0
143.0
143.8
!.+z.z
7S
75
77
--PROGRE5S RTPORT
-pisher
lleece f' Johrlson Architects'
CIPIES 11sn; l'lr" Skip Spenst;
G.E. Johnson Constructioh, Attn: Mr. Jack
Thomas; Bierbaclr Consulting Engincers;
Westetn Mobi 1e:
C. Adams T. Laudick
RND OBSETVER APPRO/ED ET
',.qtlr.t l.OrE,i r..l :.r-lr.r., Cltcnd)Northun,lna O
REPORT OF CONCIiETE TEST CYLINDER D,AT.A,
TO: VAIL VALLEY MEDICAL CENTDII
Attn: !lr. Dan Fccncy
l8l Wcst Meadow Drivc
Vail CO 81657
JOO No. 4 424 90 D TE: 12-11-90
DA|LY REPOI{T NO. sHt:Er 10r
rlwolcE No.
PRcrEcT Vai I Valley ltletli cal Ccntcr l)ark i.ng Structrr rc, Vai I , Color:a<lo.
PTACEMENT LOGT\IION:Fourth" Level,
Third Level,
Deck Topping,
Deck Topping,
Lines F.3 to D;
Lines C to E.6;
Line
Line
2 to 3,
2 to 3,
ITATCI{ TICKET INFORL{ATION:
supruE|r Wcstern Mobi lc
nuE nAratq)
'cKsr
l". uu oEsrcN *. 'r1'r|o.r"u. w. 8
nME NinrvT.D 10:47 A.l,l. nue pr.rtcO 10:51 A.M.
lnuQ( O,
10:29 A.M.
4
sluptr rll,tr,. 73oF.AJrt torl'. 34op
tul. nulvrxsE G 16 of 24vd3
FIETD IESTING INFORMATION:
nuE TE5J T r<rj|10155AI\| sLUuP
{ro sPEctnc^not|s suruP
[.t.
lN.
sk ^Jr
colrtElfi6. 1 : wEr uNlr wEcllrl4l . 4
AJR COMETTf I WAIIN rcDED AI S'IE
pcl.
CYUNOEIT INFORIIATION:rp. or Crf tXOgnS f; cyltlt,fn Stzti 6tt x 'i,2't lluE t;rtlNt)r,ls C-^5f 11:05 A.14. wtlolE O\5T On-Si tc
CURINC INFORI.,{ATION:
lNm{. cuRE: 24hrs. on-site RE-o sTorucE FrcrulrEs Insulated Box MrN.,/MN(. o lfntuE ar wr. 12-12-90
IrrIE srnpps, l2-12-9O tty: C. Adams nr-r,{rtK*
AGE
o^'ts
MTE
IESTE'
lgr L LO I)
(urs)
r)urelul
([.rclr15)NIFA(s. |lr.)
couP. -fin.
(,sD
TN'E OFfll ctung
cn.nlr)Enwurrtr(urs)
c llDt:nu tr gnx;.r rr(rcf')
7
7
28
28
28
z8
12-18-90
12- 18-90
1- 8-91
1-8-91
1- 8-91
1- 8-91
120,000
119,000
144,000
r42 ,000
142,000
140,000
6. 00
6. 00
6.00
6. 00
6.00
6.00
28,28
28.28
28.28
28.28
28.28
28.28
4244
4270
5090
5020
5020
4950
shear
con/sp1it
shear
con/ shear
con/ shear
con/ shear
oFJrcN slll€llcllt 4000 Psl o ?o r)^Ys
lll;':! t wxtt^t(fi Ft n:rtltllt lrll ol rrrrrt(At4a. fitrl ,ri'ir.|,lt frlr' l'trtltlii Inlll:{i olllurirtr' '|olto'Jo!( llltonr4lK)ll oll tltli tlsl Htl\onl tr Y tr. f&ovrx,D ufY olllulS'
PROGRESS REPORT:
Fisher P.eece Joltnson Architccts,uvrrLJ Attrr: Mr. Skip Spcnstlr1sc1sr1 Mo6ilc
G.E. Johnson Constructiotr Co. , Attn: I'lr.
Jack ltromas; Ricrbach Consulting Dngincers
C. Adams 'l'. Laudick
FIELD OUSETWER APPRO\GD IIf
{t^ur,tttA|''norq6r'|tonr'rr:!.I|'t.|'iE,'hd|i<'|9.t,|lnlmn|sA,rq3tFr.l|'l'Altr|f.(o',|Dt'.n^|.-ft'ff
't.ri.l'lt^rf!.','seor(il'.ir'rio''xln,c|3lf'{.F|'tcJnD{'.lno'..''iii...t:''iii4onunJ, uritls on rrirrqJyu4S tm. nnt-o lo ltl srllltl;.
^
.ra.- , u.l iriil-lr.-. t r.d!ro.r-
t.r'i L.. cutl tJ a/to
,. Chen€Norrhern.lnc I Cd:dltt. U||l|.-r di 5.L{ll
REPORT OF CONCRETE PI..ACEMENT OBSERVATIONS
art A lamlr( tn6?crDr ro (lrt{Tl Itt trnt ao orrnr,ti ,lt ifForr:r ,,rt tfr.r'fD at nr o(r.o.}rg-t-tforfnTt (|r (|t cr txB ,,o- amrlnl,rDl mi '!Fr -
Dt*r c,- sralrrrlrt cDqrua.r c mDcnr rrlrrr (rr iro{rr€ q.r urviJo-idiiio'-rriin6-ir.r''rrutiot llrmrA- srlrt6 iu E r"(Eo or 'vrln lt5lr€ E
ool;,.Elrt ttlll| qI t ,f|.Ilaxlt ,at fa[.ro lD x txDq.
^
nrrt- d rt Gifi-lr.r d ..ir.l
la 15 Gltl l,al /lO
Tot vAIl vALLEy MEDTcAL cDN'rER JoB No. 4 424 90 DArE L2-Lt-gl
Attn: Mr. Dan Feeney
181 West Meadow Drive DAtLy REpOFn NO. sHEEr 2 OF 2
Vail CO 81657 h{VOtcE NO.
lEq{ECT Vail Valley Medical Conter l)arking Stnrcture, Vail, Colorado
western spErFE rpt6: strrup An @t{IEXr
suprua l'lobile yd w. 7212 w/fiber l;1agNr rErpERAruRE R IEE
IETlt.TNUCXl{r IIO€T
l,to.
IITE
EAICHE)
TIUE
Afttl/ED
llu€
9\t/Pt-E)
RA/otunotl
@rJ||rEn
EOIN
RE\DUJTO$Ic{xrNlE
@uPrEllotl
cuBc Yl&rs
t-o,rD/
CUUUUlrvt
WA'ITR ADO@
c tLo|ri
I
2
3
4
5
49
49
44
lt7
49
3348
33s3
3354
3355
3556
9 :41 Altl
11. :31AM
12:1SPM
12 : 56PM
1 :5.1PI'l
9:55 AM
ll. :40 AIvl
L2228 PM
1:20 PM
2:10 PM
10:29AM
12:06PM
72:43Plrl
1 :38PI4
2,29PM
8/ 8/ 24
8/ 24/ 24
8/ 8/ 24
8/ 76/24
8/24/24
8
10
6
t2
TESTHI su[?(rn)IJR
cofln}{r(r)
IET UNIT
wrjcrfr
(Fcf)
YIIlI)
@NCRETE
TEIPE-
RA1URE
cF)
RfJt fiuci
I
z
J
4
5
3 7/2
4
3 L/2
s s/4
31/4
6.2
6.4
6.4
6.5
6.3
747.4
.141 " 8
140.2
1.41.0
1.42.6
72
72
73
70
69
PRoGRESS RFPoRf, sanple taken at truck discharge.
-
Fisher Reece &johnson Arcltitects,
COPIES Attn: l.lr" Skip Spcnst;
G.E, Johnson Construction, Attn: Mr. Jack
Thomas; Bierbach Consulting Engineers I
l{ostern l,lobile:
C. Adans
RE.D OEENNER
Laudick
/ED ST
ChcntrNorthcnr,InO
TO: VAIL
At tn:
l8l
Vai I
PR(}JECT
VALLEY MEDICAL CENTUII
Mr. Dan Feency
West Meadow Driveco 816s7
Vai. l Va 11e
^s ^
uunlt r.nfitgtlr. m rit rrrls. ntt F|lt! E frronox (r rr^rtrrrrar!, aorErI'lrr.!t on txt||rritt rrr|{,:ovartnl urntltjS ollr(.| ,a^ArqrruoS lril ,r.fi t.o
^
Ert- o, ,- | ijir i-l "'-.
., Go.nFrir-
t.rr. t.. Cr.t l IJA a/CO
S
tt,t37t r4-! Al tlrt.('.]rt A,}l:
an pl cr.,rrrrr.l oun Al.,'(lll.tlr, lrl rf||lllrrc.
Cure Box MlN.,/M/o(.
' nE,.t flxs:
slmrlrttD A.t lrra al)rr{xrrw l'tftrt '|fY
(,4 airn cl|Irntr.
r, nt..,(tMo ,.alrolx: olrn rnrtltll Arrfttlt rl- 3^rr|.t It lvll l.
cntt|Dt:n
ulrrr m:xr lr(l'cr)
284
284
284
284
I,lE
5A. [r.)
28.28
28.28
28.28
28.28
28.28
28.28
couP. -5ln,
051)
3860
3930
4860
4600
4720
4880
con/ shear
shear
con /shear
con/ shear
con/sp 1it
con/spl it
6. 00
6. 00
6.00
6.00
6.00
6.00
12- l.5- 90
12- 15-90
1-s-91
1-5-91
1.-5 - 91
1- 5 -91
109,000
L 11 ,000
L 37, 500
130 , 000
133,500
L38,000
4 000 Psl o ?o f)^YT
nsls l't wxrt^tort n la.r {l trt ol ,./$.rttur4t, qtlrl ltfllTrrt r<tv rtf.tlbrti In{133 ollllralYEa- llolto
30rrt l'|l u$r lloll oll ltlls ll5l Rtt.Q{ll L Y l( ftruut)(o ut oltlLrli.
J. tloffinan 'l'. Laudick
FIELD OI]SETWEII APPRO\ED TT
Fisher llcecc Joltnson Arcllitccts,ttttt" Atttr : Mr. Skip Spcrrsq;gsr1.rn MoSi lc
G.E. Johnson ConstTuction Co., Attn: l"tr.
.Iack'l'homas; Rierbach Constrltirtg linginccrs
o
YLI
l.'lcdi cal Ccntcr l':rrk inJl Str.trcturc, Vai I , Colora<lo.
Circular Wal1, Southwest Corner;
MTCII TICKEI INFOR[.|A]ION:
supruEx hlcstcrn Mobi le
llMe 0Arc tD
FIELD TESTING INFORMATION:
nuE TEsr T,rXO{g;15 Alt{ stul/P 3%
JOO SPEC|nC nol.ls suJuP
trt:
CYL|NOER tNtO'il.0\TtON:
no. oF c,ytjroFlrs (l cn trrurn srzr (rrr x l2rl
CURING lNFORliitATlON:
lllfiuL cuttE on_Site
0^lE sIRlPPst 12-10-90
REPORT OF CONCRETE TEST C
]nrrcx lro. 100
7 i26 A.I!1"
r{. .,\Jn coroE n5.6 : wEr uNr wEcttr
hl. AR COf.tTE'rr .l WAIEn ,\oDfD AI 5m
RO-o $Ottl6E r'rcrLnlE5
NDER DATA
JOD NO. 4 424 90 DATE: 12-8-90
DAJLY REPOIIT NO. SHEEf 1 OI:
rl.rvolcE No.
IrcKEr No,01 3328 MU DESICN ltto. 23 CU, YD. 8
nME NlnrvtD 7:35 A.l,l. llME PL^cD g;00 A.M.
ltur cntNof,ts cAsT 8:20 A"M" mtFJlE c-{5T on-Si tc
'/||alu,? IngLE,r .nn 9<l-n|.l.
pct. satPLE rf}.tr,65op .rrrt rr!l'. 25op
60l. nor nKs
oi\IEnlME AI t ! 12-10-90
,ro frr rr r^rnx tDrt rrnir,r-
0t: ul3r'tEl.o qr 4lt.R rl.trrn t'l
ChcnONorthcnr,hf
TO: VAII,
Attn:
181
Vai I
PROJECT
VAI,LEY MEDICAL CENTIJR
Mr. Dan Fcency
West Meadow Driveco 816s7
Vail Valle
REPORT OF CONCRETE TEST C
tr{. An cornE rI4.9 : wrr uNrr tvfjc r --
tN. ,^ln CONIEI|T I WArEn ADDS) Al SITE
stzE (rrr x l2rl lrut: cn lllDflm cA5T
sTOITACE FICLJIIES
C. Adams RETT RK*
rrcKEr ro. 01 iis&x ooon *. l?1?. cu. ro. 8w/ r].Der
nME N{rrvrD L2:32 P.M. I|rE Pl,rcE)
' r.-rU,rt l6rLE,. nF.l kr-rhr.
NDER DATA
Pct's r/Ptl lEut'62oF " Nlt Itltt'30oF
"
Col. nDl{RKS:3
wlrrJrE c"'.5r 0n-Si tc
oulcN sTRolc;Tll
At t uunul Fttit'tclrl.| to ct |lrrt3. l||f |rrmE rro artttal\'.\ rll nlFo.rrt l,rfrrr|. (t <rltrl|atras. e.|.cr ltarrrt on ?xtrActt trrl|ll arl Fl a:arrl r! a'trn rl.l\rll-t
4OUnlnD t rr|.'ll ollr(.i llll}qrrufls t I |.,,!ltD lo ur snrlrlrc.
| ,E - .. hlilfX lt-. .r .o.!rrdrr-
t.rrr no. craal IJA a/to
tum ft t/|IrUrofit artts.rtrdt r,tt ltl t rlxlr^raf wlnl ltrn r.rlt f r<lu lrttlntta In{l:it Oll|tJrrvr"C lloltD
!o{( rlloltu lx)'| or D||5 ltst lttronl UAY lI" tlrtl(tD lllY olluJt3.
J. llof fman
FIELD OBsII{VER
o
YLI
JOo No. 4 424 90 DATE: 12-8-90
DAILY REPOTO NO. SHITT 2 OF
INVOICE NO.
l''lcrli cal Ccntcr l,arkirr StTuctrlrc, Vail, Cololado.
Fourth Level, Deck Topping, Line 2 to 3, Line F.S to G;
I.IATCIJ TICKET INFORI"{ATION:
suprurn ltlestern Mobi le
IUE TATCIIS}
FIELD TESNNG INFORMATION:
IIUE TESI T/rXE}l --- SLUMP 3Lz
JOo SPECtnCAnOtrs SLUUP
CYLJNDIII INFORI/ATION:
tKr. oF c,yljtroF_Rs fr c,yl ltoFlt
CURING INFORI,IATION:
INIIUL cUtG: On-Site flE
D rE SIRIPPED 12-10-90 t'r3
tnuq( t|o. 1,17
12:25 P.M.
urN./I{,toc o^rE/IruE AT r.,a& 12-10-90
ttsl o ?6 nA\6
'l'. Laudick
APPRO\4:D TT
ttdrrtrllo an $|r aortroltllw rrafr-l nd or ai,[ itr|lns. l,n !,lrr'tlr^rrltr lrtl ''ltira_B nl..,ttMtr t.rx|'r4 otrn it{ ttr ^'r|n'l,I- .:'rrrflti r{ll|l:.,ri''otl.o oa lrlln lt:l!|: l'.
AnFt
5{|. u.)
28.28
28.28
28.28
28.28
28.28
28.28
3860
3930
5000
4900
4860
4830
con/ shear
shear
con,/ shear
con,/ shear
con,/sP 1i t
con/she ar
lb
78
288
28ts
28
2s
12- 15-90
12- 15- 90
1-5-91
L-5- 91
1- 5-91
1-5-91
109,000
L1L,000
141, S00
1.38, 500
137,500
136,500
6. 00
6.00
6.00
6.00
6.00
6.00
Fisher P.eecc Johnson Architccts,uunE) Attrr: Mr. Skip Spcnsg;gorlurn l.,to5i lc
C.ll , Johnson Construction Co,, Attn: Ilr.
Jack lhornas; llierbach Consulting linginccrs
Chen€Northern.lnc Cdrdri brh-r ai &Jd, a,
REPORT OF CONCRETE PLACEMENT OBSERVA,TIONS
ll- a,!!I11 fFTIgtD|to ctrxtt nf |tIlE rro (xJF(ttts, |ll rffor lt Am 3'aI'tD ar nr oofDfx]yl. nmrrnTy {F (I'l o fxtlr
^}o
Arngu^IrH 'Di Ptrlr^_no.l tr sranrtxra comulrr.l 6 qr!!gt! lmrr m trtcrriio-qri ngrcrn rr rxltnfl, potorn q:n -nllt t lppnwa- s rltet xu- g€ e-ota4a ,rrr.R rEnrp Ecoatffr uul3 onrr ,aflxDrxrr ,fia lgtu.o m '| tlfrt€, - ' - -
A nr'.- l sr.lttttfln , ...rra...
tr'ir fa.. ClIl l{t a,/to
.-. VAIL VALLI,Y MEDICAL CENTER JOB NO. 4 424 90 OATE 12-8-90Attn: Mr. Dan Feeney
181 West Meaclow Drive DAILY REPORT NO. sHEEf s OF 3
Vail CO 81657 tNVotcE No.
PRoEcf Vail Vat tey tledilot c"nt"" Parking Structurc, Vai1, Colornclo
Western SPEIFE iID$$ Stlup An cot{TEXIsuPPun Mobile vu t,o. #I2L2 Topping - Fiber arrstr IEIpERAruRE
^^nc€
IEST
M'.IR{JCX
ML
ncrEr
Mt TlUE
EAICHq}
IIUE
^lutvED
TIU€
SAIIPTID
RI\,OUJIFil
@IJNTERron
RE\OUTTION
@.JNTER
couPt-ElloN
crrgc YARF
t-o4D/
CUUUllII'/E
w rEn ADo@
c u-oNs
I
a
151
44
0L-3535
01-3337
10
11
57AM
34AM
1 1 : 15Al"l
11 : 54AIl It
t: zsnu
12: 15 PM
8/24
16/ 24
IETt(L sLt lP
(rr{)uEt uNn
f,Ecr|r
(Pcf)YIE.o
COI$RIIE
T TTPE-
RAruRf
co
Rfu e(s
I n
3 3/4
5.0
4.7
68
66
PROGRESS REFORT
Fisher Reece G Johnson Arcliitect=,
CIPIES 411n; Mr. Skip SPenst;G.E. .lohnson Construction, Attn: l*lr. Jack'lhomas; Bierbach Consulting Enginecrs;
Wcstcrn Itlobi le :
.I. Iloffrnan T. Laudick
RE.D OBSEIWER APPRWED ErY
-, Cltcn t)Northcln, I na 't'afffrt l.tlr..,. ..4 !-t-tlht.
REPORT OF CONCRETE TEST CVT--INOgN OATA
^t^uu1l1||rndqcIi}|'octrrn3.nt''inE|,|o.lli<'|r4-\,||'nlmn'!r'I:3|,nr.||ll,AtiIrro''rff'|rut..ftr''nlYorrn|(rn^ru'ITs'fo'El|'.ir'Eo'lxtn|c|t'||.}urnnle.,||'n.,ounnrxlo.d'ilill
iounlnJ, lrrrtt_:ls olllt.| ,arurqt uals rrlf. Ljrl l.lt lo ltl rtlllux;.
t F-i' .. u.l ijiril c... .r !o.iF, ..
r.,rr b. Gr.tl lJ a/9O
TO: VAIL VALLEY MUDICAL CtjN'IDtr Joo No. 4 424 gO DATE: 12-10-90
n t tn: Mr. Dan l;ccncy1gl Wcst trleadow Drivc DA|LY nEpOttT NO. SHCEf 1 0t: 2
vai I co 81657 rNrvorcE No.
PRGTECT Vail Valley ['lct!i cal Center |tar.king St.r.uctrrrc, Vnil, Colorado,
PTACEMENT LOCAIION:
Lines 2 to 3;
First 3" Lift,
This Load Placed
Deck Topping,
on East Side,
Second Level, Line D to E,
30r to 50t North of Southeast Corner:
BATCIJ TICKET INFOR}IATION:
SUpTER Westcrn l.lobi lc nUcK lto,
nuE IATCtttD 2:08
1)1)
Mu DEsroN uo. ';::, cu. YD. 8w/ rrDer
P.M. nuE Pt cg) 12:33 P.M.
tL7
P.M.
ICKEr M). 3342
nuE /{rnrvT-D 12 | 29
FIEU) IESNNG INFORMATION:
IluE IEsr I xE}| 12:43PM sruup 3k rn.
.roB spEctnc^no s .r* lrtax4 lN.
Nn coln€rr 6 . 8 ; wEr ut{r wErc}rr 143 . 4
lllR cOMElflS- 7 .l WAIE I ADDED Al 5m
s,orrtg .lEu,'. SgoF AJtr tulr,43op.
col. nE,r^nr<s:16 of 32 yds
e<t.
4
cYUNoEft tNFORt0\TtoNllrt. oF c,yt.nrDFjts (r r,vl ttrrrnt stzti (tt' x 12" lur cn ttrt)Fns cJsJ 12:53 P.M. wrrfir a.\5t On-Si trr
CURINC INFORII{ATION:
IMT]AL cuRE:24hrs. 0n-Site RtrD sron^cE F clurLs Insulated Box MrN.,/rrN(. oArL7luE Ar rlt 12-11-gt
OArE gRlPPg) 12-11-90 |It: C. Adams nrlr fiK*
AGE
rAt1s
tAr€
IESIE'
t(Ir I t0\t)(uE)DAlrfl[n
(|l,rcr rus)Artr
(5o. It.)couP..:in.(t5r)
T/I'E OF
Hlrctulac
cn [{)frl
wlj(I fr
(r rr3)
cft|ltDl:nu'tlt \{x;r rr(r'cf)
7
28
28
28
28
t2-17-90
72-17 -90
7-7 -9L
1-7 -91
t-7 -91,
r-7-91
118,500
121,000
141 ,000
145,500
145,000
146,500
6. 00
6.00
6.00
6.00
6.00
6.00
28.28
28.28
28 -28
28.28
28.28
28.28
4190
4280
4990
sl50
5130
5180
con/shear
con/ shear
con/shear
shear
con/ shear
con/ shear
DESICN STR€IIGIII 40oo Psl o 26 rA\6
lljf:B tt wfqt^toftt rl n.ltttttl ^rtl lrl r.rrnttv|ic *llll r^|-l r,rrl t rltu |tf-nntri |trttlat onllrri'l'r. llolto
3O!t ltlr(xrul|oll oll ll1t5 ltgr t|tltoftl u Y t( l'tlllvlou) lr olllult'
PROGRESS REPOTff
Fisher P.cecc Joltnsotr Arcllitccts,uvrrLr Attn' Mr. Skip Spcrrs!;ys"1srn Mobile
G.E. Johnson Construction Co., nttn: Ilr-
Jack Thomas; Bierbach Consulting Enginccrs
C. Adams T. Laudick
FIELD OI,$ETWER APPRO\ED tlf
Chcn€Northern.lnc O C..rritli t ttb.-r qi 3ld.lrd.
REPORT OF CONCRETE PI..ACEMENT OBSERVATIONS
Tat..V. VAIL VALLEY MEDICAL cUNTnR JoB No. 4 424 90 DATE 12-10-90
Attn: Mr. Dan l'eeney
181 Wcst Meadow Drive 'DAJLY REpOffT NO. sHEEf 2 0F 2
Vail CO 81657 tlJvotcE No.
PFiOTECT Vfli1 !a1ley Mcrlieal -ccnter Par:ki ng StTucturc, Vail. Colorado
sPEtFE non* st!!P An @t{If.NIsjlFrlEfrnMobite vu r.D. r21z ArrENr rurpE^^ruRE RAr,lcE
TEST
Mt nrcx
HL
IIO(ET
lro.
Ilv€
8 TCHq,
IIUE
Aturyg)
r!€s !Pr.g)
RE\'Oirtfnil@urfin
o€orN
RE\OuflON
Ofl'NIEN
coltPr..Enoil
ct Etc YAnFta o/
cuuuurlv€
llAtTR ADOGD
cALLo$s
1
2
3
15r
44
177
3341
3344
3345
11:10 AM
12:58 PM
1:58 PM
11:3lAM
1:10 PIrl
2: 10 Pl"l
11:48 AM
1 :45 PM
2:30 PM
8/8/s2
8/ 24/ s2
B/ 32/ 32
18
3
rEr
t{L Sll,|f(tlr)TET UNfT*nctfr(Pcf)Ytru)
@T$RETE
TETP€-
R^IURE
cF)
Rfir ru(s
I
",
J
2
3
3
u4
7/2
5.2
5.9
s.7
L45.4
143.4
L42.3
63
64
62
PR(rcRESS REPORT
Fisher lteece & Jolursotr Architects,
COPIES 411n1 l,lr. Skip Spclst;
G.E. Johnson Construction, Attn: ltlr. .IackThonas; Bicrbach Consulting Lingineers;
l{es tern ltlobi. le ;
C. Adams T. Laudick
RE1D OBSTI1/ER APPRWED SY
At A qrn!( rEnclrri lD cltxtl ltf Ft'|tE Arar (t?trlltt ,rl. ttxrrn ,rtf ltrfTI'D At lrr corra.mvl fn(r"tiTY (r d,t (I l.larl Aro Arnrlrfl lul rElt |r,nlrl\-txr| c slaltrtt nl crt{rrtito.n rtt mDcnr rrrx oR ito|rrr€ c(,i ntlimrs B iLtwU, Ifxr€ q,n fntrtul ltPnova- 3ariMu tE o@qL or MLn [trE 6oB{litnr, |'t^|ll g|llt aur€araxx] t rt ,.ilI,D to ra rt rf,
^ 'r-r.r d rFlttf l r.t d...rFr.
i-'| ,.., CYal las a/!O
",. ChcntlNortlicnr,l'rb
REPORT OT.' CONCITETIi TEST CY DER DATA
ffilnFE,,o.t|i.i.|r'.\,|l,t''9n.r.r,ni3|nnt|lloAltr{.lor'ltx'l|u|..irfintl.rd'nit['rr:\,r|n,|r||rrr|,^rrr'|nnr|['rl.
'r.rtlr|lu'''tS..rr'ri'',i''Fon'YtIl:ttlrtlrl',lnlc|n|'''|4OuFl!.ttll uttl u3 ollltt ,llnlr4 luats lJlt.,aJltIo lo lrl sllllln;'
| .r--t- .. rrl iliiil c.-- .t .o,'rFir-
t.ri 15. cratl IJA a/CO
'
^tAttll., laTb-.,. .n4 :-.ta'rhr.o
LIN
TO; vAIf, v^t,t,uY t4rDIcAl, cuNll;tr Jou No. 4 424 90 DA[E: 1-3-91
Attn: lrlr. Dan |tccrtcy
lSl l{cst lrlcatlow Drivc D ILY flEPOl{T NO. SHIL-I 1 0l' 2
Vai I CO B1657 twolcE No.
PRO.TECT Vnil Vallcy llcrl ical Cerrter l'at'kirrlg Stnrcturc, Vlil , Coloratlo.
Deck Topping,Level 3,Li-nes 5 to 4;
MTCI.I TICKET INFORIIATION:
supruE1 I'lcs tern l.lobi lc ' rt o( o.
9:25 A.M.
s4o7 Mu oEllcl, o. l1l?. cu. Y-,,. 8
w,/ t]-Der
9:48 A.t\,t. nuE PLrcEL 9:56 A.M.
FIELD TTSTING INFORMATION:
nME rEsI Tlr(tN 10:lgAlvl 3LuuPS 3f 4nL
JOO SPECIFICI OI|S STLUMP tN.
pcf. sAuPLf, rtut,.62op ..ttt lult'.18oF
^Jn
co||rurr4 . g : wl-r ulltr wuctlr14s. 0
An coMF-rrr I W ltn ArrDrD Ar StlE
strF (r" x 12"lul: cnruDrtl:i c -5T 10-:29 A.l'1. mtlrtr c-,\'ir 0rr-SiteCYUNDEII INIO'II,{I\TION:
,m, or cjrl tttDfFs 6 rln trrrrrrr
CUltlNG lNFOlllrIATlON:
tNttul cuttE 24hrs. On-Site nt1o
IAIE srntppfl, 1-4-91 ut:
Insulated Box
Inside Bui lttingMlN'/w'
n Fil,i\rlKs:
p\r[^rf.rE Ar LA& .1-4-91
cnll|l)r.nufllt w|ld f r
(t'cf )
cnll.llrlrl
wrxl lr
(urs)
,lt
28.28
28.28
28.28
28.28
28.28
28.28
c on/ shear
con/she ar
6. 00
6.00
6.00
6.00
6.00
6.00
129,500
128 , 500
1- 10-91
1- 10-91
1- 31-91
1-31-91
L-31-91
L-51-91
7
28
28
28
28
4000 t\to?6
lllinl |tl t^ttulofrt r'l l(idrtnl ,trf lrr lrrlr'trrt':1. r'lllr ra'r'itlri' '-'lr'
lrl'llltlti l|rttll5 ollll t'll3[ tlolfD
!os! ltll ulr|^trux oll lll(i llrt tltltnl lr t l|L tllovl{,to lrl oll(,,15'
C. Aclarns 'l'. Lautlick
FTELD OUSETWER APPRO\GD IIT
Fishcr llcccc .Ioltttsoll n rchitects 'coPlEs Attn' Mr:. Skip Spcrrstlvs5lgrn lrto6ilc
G. E. .Iohnsolr Colrstr.uction Co. , Attll: llr '
.Iack'l'ttomas; llicrbach Corrsulting linginccrs
.' ' Chen€Northcm.lnc e
REPORT OF CONCRETE PLACEMENT OBSERVATIONS
ASA|lrnlrt?Er"crr'|rocttxrtI|tnrrrlro(|ft?tw1lllilForr:rrutfsFrtTnnAtnrcotrttfir'tfno.rtrvf(ttlclaxr*r'-o-,lmr''ftrrDlrcnnn|l]-T(t{ o- srarrrtrt, rrrrcrtrrFor{t .rr rn ct; rirra (f rfornfrrt qr rvrrs'-c llirvur tDar qJR tEtltx l'fFJlL s/llru:t fu l€ DcrurD cr lnLR lttlrE B
cortu:rD t,lls qn af|{laJ||r rf, lcn.Lo to '| tlf||[.
^
ir.lrr., r'llTiFllrt r ...rr.5
t r l5 cral l,aa 4,/,
C..:dri l'rL-r qr ,,brt at
To: v411 vALLLy r"rEDIcAL clN'l'En JoB No. 4 424 90 DATE 1-j-91
Attn: Mr. Dan Feeney
181 lrlesr Meadow Drivc DATLY REPORT NO. sHEEr 2 0F 2
Vail CO 81657 IWO,CE NO.
PR(UECT Vail Va11ey Medic;il Center Parking Str:uctrrte, Vai1, Colorado
Wes tern
SUPPUER MoSi 1"
SPEIFEANONS sL!UP
l/u 1.0. 1212 Ton rvlfiber 7od
Afl COtfiIltT
pozz 2pllarJ{r TolP€RAruRE R^NC€
TEIT
txr.
TFrrct(
ML
IO€r
l.x).
TIYE
EATCHA)
TIUE
AItf,lvg)
lluE
s ltPLg)
RE\'OI,UIXN
@ul.16lfottl
RE\OU-rnOfl
C(XJNIER
oouPtSnot{
ct Ec Y rulsl.oro/
CUUul IIvt
WAITR II)OCDottl0rs
1 LT7 3408 9:52 AM 10:45 AM 8/ 16 / 40:
1ESTl0 su[P(rr)trr uNn
I!'FJOIfi(pcr)
YIEI)
@ucftElE
IElr|'E-
I|ATURf,c4
RfT.ffU€
I s 3/4 4.8 r42.2 62
PROGRESS REPORT
Fisher lleece & ..lolutson Arcltitects,
COPIES 11131; l,lr. Skip Spenst;
G.E. Johnson Constructiotr, Attn: I'lr. .Iack
Thomas; Bierbacli Consulting Enginccrs;
I'lestcrn lt'lob i le :
C. Adams T. Laudick
RED OBSEfVER APPRWED II/
, ClrcntfNorlhenr,ln3
TO: VAIL
Attn:
181
Vai I
PRq'ECT
REPORT OF CONCRETE TEST C
VALLEY MEDICAL CEN'TIII
lvlr. Dan Fccncy
Wcst Meadow Drivcco 81657
Vai I Valle It'led i cal Ccntcr l)arkin .St rr,r cturc
Deck- Tdpping, Level 3,
119 lcKEr No.3j69
nuE /qnmD g '57
:,tmr|rrrrn At lllf totl ltl| trtul FraFl 'rtt or
E nl:.l.tr't o I'lfrrr|'rt olr4 f,rllllttl l,'m(,v'l-
't,erfr^r f .lnEr. ..'l :.l-nt.t.
DER D.ATA
JOU NO. 4 424 90 DATE: 12-15-90
DALY REPORT NO. sHuet 1 Or 3
f'tvolcE No.
Vai l . Col or:atlo .
Lines C to B, Lines 2 to 3;
L2l2 Top
lX DESICN llo.w/fiber cU. YD, 8
A.lrl;' TlxEPt,lC@ 10:05 A.ll.
ll.ilttc r,
o
YLIN
TIATCI{ TICKET INFORMATION:
supruEfi Wcstcrn Mobi le tnt cK o.
IUE DArc U)
FIElj TESIING INFOR},IATION:
Ttu€ rEr T xot 10:12AM SLUMP
JOO SPEG|nCAnOITS SLUUP
4 ,r.
tN.
Nn cotnEfr4.5:wEr uMt wrjcrtr143.I
^ro "onarl}rt I WAIE I ADDED Al srE
S^r,tpLf, tt,tr,. 69oF dtr tup. lSoF
CYLINOEII INFOIIIIA'IION:ro. oF cilnt ins 6 x 12" Irur cnllDrfis o\57 wrrDrr ()\rr On-Si te
CURING INFOIIITATION:
INIIUI CulrE24hrs. 0n-Site RIID :;tott^cE r/IstunEs lleate<l Roon U|N,/M (. o lli^tuE AI t^rl2-17-90
DAIE 5IRIPPF, 12- 77 -90 D/: C . Adarns nEl.lAnx&
c/UltDt.n
utrlr $11;l rr(,'cr)
TN'C OF
flrrctunccouP, -tn.
('5t)
4t7A
4310
5274
5200
5200
5480
7A
7A
z8A
284
284
284
con/ shear
con/ shear
con/shear
con,/ shear
con/ shear
con/shear
6. 00
6. 00
6.00
6.00
6.00
6.00
28.28
28.28
28.28
28.28
28.28
28.28
118,000
122,AO0
149, 000
.147,000
147, 000
155 ,000
72-22-90
t2-22-90
t-t2-9L
1- 12-91
t-L2-91
1- 12-91
4000 r'st o ?6 rl^ls
tlJts Itt utt ulort fl n:ttlr|'l rlt |ll r.r:o.lttrrat: wlltl r^Flt]tlf rrlu !'.ttl)t'li llttl lJs olllt, tYsc llolfD
'Jolrf, |rttutr4lx)ll oll tll[; ltst nFofil ! Y llt l'tl(M(xl, Itf on[,|t'
C. Adams 'l'. Laudick
F|EI.D OUSEKVER APPRO\GD tjY
Fishcl P.cccc Joltnson Architccts,coPlEs Attr' Mr. skip Spcns!1g"r1ro'n Mobilc
G.E. Johnsoll Construction Co.r Attn: Nh--
Jack Thomas; Ilicrbach Consulting linginccrs
lt I eunl.t r.rrirftcrrta m ,i rtrn. l|li F|nl E lttntl.|x (r lt^ltvrttt:l liotrcl I riYtrl on txlnrGlt | |rQll
4ovnlr|lt ulltlJs ollltl anrurqluns {r. rafi l.o
^ Enr' .r trliliiilr.a ., .6Fir-
a.rn |... C|.al IJA a/go
(r t,ttt t.!l-! rl I nr mnrt r,lfrn rl r:r,rDDrl olr|t nl.t'(xlii
lo nt r|||||l|;.
rlrn illtlrlir lr[, xtrlrnlllrnrr tnn
-.. !tt tJ wrt l. I[ (r|3ar(r.l.o or rrll.n
',r*fffr? l^!t-rr q-.1 tar'atrt.- Chcn0Northern,ll! t
REPORT OF CONCRETE TEST CYLINDER DATA
PRGJECT Vai I Vallcy Mcrli cal Cctttcr l)arkirr1l Strtrctrrrc, Vail, Color:ado.
TO: VAIL VALLEY MIDICAL CINTUIT
Attn: Mr. Dan Fccncy
1Bl ltlcst lrlca<lorv Dr.ivc
Vai I CO 816s7
JOO NO. 4 424 90
DALY IIET)OIIT NO.
f.ryolcE No.
r^ta-r*
I
sH[L-r 2 0r' 3
ACEMENI LOCA] ION:Walf, *Line C fron Line 2 to 4.
This load placed in Lower East llalf .
BATCIJ TICKET INFORI.|ATION:
supruE; lllestcrn Mobilc tnuc1( tto. 11g TtcKEr 1.K,. J373 Mu Hish Earlv( DEsrcH No.'--fiix-C-ed. YD.8
nME B^Tc|tED 11:46 A.M. nuE N{rrvrJ 12:L0 P.lvl. ruE pucg) 12;22 p.I'|.
FIEIN TTSI1NG INFORMATIOI.I:
rluE rEs'f r xEr 12 : 4 TPlrl sLuup
JOO sPEClnCAnOlls sU[tP
2\ tN. un coroE{r4.0:wEr uNn woctfi L46.2
rN. AR CONTE}Tf I WAIEn ADDCD Ar Sm
-- AJtr rE!r'. 2goF
B@8 of 1g vd3
pcf. SAIPI,E 1E]Jl'.
25 c,,It. nDrARKs:
cin ttn)F,t stzt:(rrt
CYLJNDER 1111 g11y41oN:
tro. oF ctl ,xrlFj€ 10 lrMr Gn.lltrrrn:i cAsT 1?:57 p -l\l Wlolf C.\lT On-S i tclztlx
CUITING INFORI,IATION:
INIIUL CuttE24hrs. on-Site Ro-D sloll 6E F cl,flIEs Heatcd Roon UtN.,/rruc o\rEnur|: AI Uu12-17-90
D rE SrRfppsr L2-L7-90 trr: C. Adarns nEr nxr
AGE
DAYS
DATE
TES-IE'
loT L t.0 l)
(urs)
tru!Errn
(['rcl|15)i'\rtr..\
(so. rr.)
colrP. -nn.
(lst)
TN'I: OF
f lli\CIUllC
cn,l{r)Elt
wtJcr tr
(uJ3)
cnlllDl:Rulrlr wll(;| lr
(1,{rt)
3B
3B
48
4B
7B
7B
288
2aB
28B
298
12- 18-90
12- 18-90
12- 19-90
t 2- 19-90
L2-22-90
L2-22-90
L- 12-91
1- 12- 9t
1- 12-91
1-12-91
140, 000
136,000
144,500
148, 500
149,000
149, 000
168,000
172,S0O
171,500
.170, 000
6.00
6.00
6.00
6.00
6. 00
6.00
6.00
6.00
6.00
6.00
28.28
28.28
28.28
23.28
23.28
z,J . ld
2i3.28
2t3.28
2i1 .28
2t1 .?.8
4950
48 10
5110
5250
s27C
s270
5940
6100
6070
60i.0
con/ s hear
con/ shear
con/sp1it
con/shear
con/ shear
c on/ shear
c on / shear
con/ sh ear
c on/ shear
con/sh ear
oFStcN sTRf (;rll 5000 t5t o 2,l r}^]S
Itlits ttl wxn^lorw Ft fls.ront ,nf ||l |.rrt|trvtat *1trl |tnrz^Dtl r'?ru l".llut:i t,ttl13' ollltJliY!'l tloltD
5Or[ [I(nu tlotl oll llll3 ltsl l[tronl rr^l |t flt(Ivlu(t ItY ollllrlt.
PROGIIESS REPORT:
Fishcr P.cecc Johnson Arcltitccts,uurrLr Atttr: Mr:. Skip Spcnsqlycqtcrn Mobilc
G . E . Johnson Cotrstructiotr Co . ' At tn : Iqr -
Jack 'llomas; llicrbach Consulting Dnginccrs
C. Adams 'l'. Lautlick
FIELD OI]SETWER APPROVED tlf
ltAuunr{,''i'rtcF}|mctrr.r3.ItfFl|nE|,no|'m.|,vt..||lnlr{'nlt'|r!|'rrn|l'l'Altt||.fo|'t.f'.ttrt..|'|'ffrrox .r lt^ttuat.rs, cnrtr tt'irtrr on rxltfcltqounl[tt urrtus olllr-' ,nrwqrunJ |,lL rarl r.o lo ltl $llllltrt,
^ .qi' .. u,.liiiiT'le.-- .r ctrrl".rr-
..t.ir rb. C|.ilIJA a/9O
Chcn€Norrhcrn.lnc O
REPORT OF CONCRETE PLACEMENT OBSERVATTONS
a! A l|rn,^( FEi?clrtl ro cttxtl lt( Fl[f A.' (fFrt\,ti frl ntF('lr' |,rf, g-i.Tl'D a! tlt: cE trf,xrut lftorrrTt G d-n d lxrs. l'O rmr}l0 rDl tt]i Fn t:A-
mr. tr SArnt,lI! CDqltlt{! o rnrcrs rrtt. rn ftOerrpp d,l novrn3 r' ltltfil, Pt lotl ql l"'Inx lr?i('/rL Sr,l?U: rll t€ o(t{!.D O nLn IIJlr€ B
cxr.n.frE uir,ls3 olll.t ,iflrIrxtt lNI, r4u.0| Io ra ttttL,
a ir''F d -iJIIlr* .. .''rc-
7.r lb c||fl l,lc a./ts
Gdrrurf frrh.-r '!a &Jr{r.,
To' v^rl vALLuY MEDTcAL cENTER
Attn: Mr. Dan Fcency
181 West }leadow Drive
Vail C0 816s7
JOB NO. 4 424 90 DAIE 12-15-90
DALY REPORT NO. SHEET 3 OF
ItwotcE No.
PROJECI Vail Valley Metlical Center Parking Structrrre, Vail, Colorarlo
Western SPEIFPATpiI$ qUtUP Afl cOflIEMsuPPunMobils LD( l.o. 1212 Topping w/fiber ArsE}tr la|PER^ruRE R^NGE
IESTtI'.Tnrrct(t{}.TCKET
NO.
IurE
IATCHED
IIUE
ARNryED
' IlU€
s lrPt-E)
RAOUnptl
cool{rEREgl{
RE\OurTlO$l
c(x[{IEn
couPr^EIXx{
CUEC YANE
t-onD/
CI.,UULAIIVE
lf tTR ADOID
olllJoNs
1
a
49
100
3368
3371
8:02 AM
10: 20A.14 10:42AM
9:50 AM
11 : OSAIvl
8/ 8/ 40!
8/ 24/ 40!
TET
ML
sl,l,tf([r)AtR
oo|.|ItilI(D
trr uNn
hEoltT(Pcf)Ylttt)
CONCNETE
EYPE-
MTURA
cr)
Rfl^eci
1 2 L/2
4
4.8
4.9
L42
141 8
70
69
PROGRESS REPORf,
Fisher l{cece & Johnson Arclritects,
COPIES Attn: l'lr. Skip Spcnst;
G.E. Johnson Construction, Attn: Mr. JackThomas; Bierbach Consulting linginecrs;
lvestern ttlohi 1e:
C. Adams T. Laudick
RE'.O OBSEFilER APPRO/ED FT
Clicn q) Nortlu'r r, I rrc. O arErln!, l..rI|-,. ...1 :<r-n}rr.
REPORT OF CONCIIITE TIST CYLII.IDER DATA
rtAglntlrtfr'r'cfi'.to.lrt'r].I|rFl|nr[nG|'<'|v'!,l|nlmnr5,nf1t,'nr||rr' .:||||'.'ot,lt[|u|
artgnllttt urnl.ll olllal ,rllwol lrlrals ,n, tarll I lt lo lrl r|nlllr|r;.
r E{r- o{ ,-lrliii-lo.-- o, co.rF.rb
r.6 trn. Cutl l.l{ a/go
I
To: v^lt, vALLtlY t'4t;t)TCAL CIiN-n:t{ Jou }ro. 4 424 90 DAI[: 11-29-90 Inttn: l"lr'. l)rrrt Fcctrcy
tgt lVcst trtcatlorv Drivc DALY RfPOllT NO. Slllil-T 1 0l'- 1
V:ri I CO 81657
'.ryotcr-
t.lo.
PRGJECT V;ril Vallcy ltlctl icll Ccntcr l)lrkin11 Srructurc. Vrril, Colorirrlo.
PT CLMINT LOCAIION:
Core at Lines G-l, Walls, Third Leyel;
[jATCIj ltcKL-I tNt-ont AI|ON:
sUppuER l'lcs tcr:rl llobi lc tnucr< tto. 100 IcKLT 1K,.01 5269 ull Dc;tclt 10.24 cu. yo. B
nME IATCI ItD 2:48 P.Il. nuE A.lttrvrn 3:10 P.lrl. nuE PtrctD 3:1(; P.lil.
FIELD TTSNNG INFORMATION:
nue rEs-r Tlxrfl 3:25 PM5LUMP
JOO SPECtFlCA OltS SUJMP
5 [{,
tN.
^Jrr
colrtEtrs.S:wtT ulltr wL.rcr lr
IR CONrrJTT I WArtn ADDu) AT
pcl. S!'tl'LE 'ltMl'.68OF .A.llt lLl/r'' 35o?
20 .,'r. ngt,,<s, 3?jgj?_fd_StrE
CYLJNDEII INFOIIM^-IION:ln. oF cj/l trDtitri (i cn ttrrrrtt stzf 6rr x l'rr llul. (;n lllDflt:i c.\5T 3:25 P.lvl. Mlljll-- c-^sr On-Sitc
CUlllNG lNFOtll"{,i\TION:
lNm\L cut0n-Site nE, srotw;E F/ctmlE Under Trailcr uft./u ^. Mr[nl![ ,rr r11-30-90
o rE smtpPF! 11-30-90 ttY: J. [.lof frnan ncu rlKs:
AGf
T)AYS
DATE
rE$u)
IOt l. t.(xD
(urs)
t)t lrflrn
(|l,rclrL5) ,|t
(5o. n.)
couP. - 51n.
0rD
t'd'r oF
t n gtullt:
cfl ll )r'l
wlxr (r
(trJ:;)
cnllrfi_n
urt|r \r1]G {r
(r|cr)
7
28
2B
28
2B
12-6-90
'J,2-6-90
72-27 -90
72-27 -90
12-27 -90
12-27-90
125,500
120 ,500
6. 00
6.00
(r.00
(r. 00
6.00
6.00
28.2t1
28.2t1
28.28
28.28
28. 28
2tt. 28
4440
4260
c on/ she ar
con / shear
or:rcN sTRf Gn I 4000 tr:;l o ?n nAYs
trJrs lr, t^rn^lurY rl rs.rltrlr rrrl rrr l.,r:(trlr^rr:f- itrlll rPt't f:,.lr t r<lu l"lrr)lTi In{l:J ollll"'E' llolto
:o!t lrtlulrr^lKrtl oll llll5 ll.st tll l\ofll ra / ||t. fl(rv'l{x l, llt ollllJlS'
PROG'IESs ]IEPOKI:
Fishcr I'.cccc .Johttsoll Arcllitcct-s 'CoPlES 1g11r: lrlr. Skip Spcnst;;{sslsrn l.111lrilc
G.li. Johnsotl ConstrLlction Co., Attn: Ilr-
.)ack 'l'homas; lliclb:rclr Cotrstt 1t irtg lirl11 ittccrs
o
JOB NO.
2067
REPORT NO.
23
FIELD OBSERV'ATION REPORT
SUPERINTENDENT Jock Thomos TEMPERATURE
WORK OBSERVED:
I visifed the site to review the reinforcing in the slob ot the west link. The following items
were noted:
l. - Slob blockout for electricol conduit required the following odditionol reinforcing:
o. 3-#7 top ond bottom eoch side opening full length from line I to line
2;
b. 3'#7 top ond bottom on ihe eost side of the opening porollel to linel. Proiect 36 bor diometers beyond the #7,s noted in ltem A.
2. Controctor wos to odd verticol hongers into ihe concrete thot wos surrounJing the
conduif run porollel to line l. These were to be odded to mofch on equivoleni 12'
spocing.
3. One slob blockout wos yet fo be ploced. Controclor indicoted no reinforcing would
be cut or disploced for thot blockout. Controclor wos directed to provide proper
lrim bors oround this opening.
a:
No other items were noted.
OBSERVER Steven E. Bierboch. P.E.
Fost-lt" brand tax transmittal memo 7671 i|ofprgas > B'"Sh ilSL**.{-Fom ^ \\\e.uq-"'' FldS'"'\ \o_. {.,-. v.,..,r.-,,Ocpl.Phon€ ,
Far I Ftr ,
oL //t4q-, 6E\l
fc/r,t,-$p-e Z-T/uaa
o
BIERBACH CONSULTING ENGINEERS INC.
REPORT NO.
24
FIELD OBSERVATION REPORT
JOB NO.
2067
JoB vAlL VALLEY HosPlr4t PARKTNG srRUcruRE DATE November 27. t990
CONTRACTOR G. E. Johnson Construction Compony TIME
SUPERINTENDENT Jock Thomos TEMPERATURE
. WORK OBSERVED:
I visited the site to review the reinforcing
level. The following ilems were noted:
in the south-west stoir from the third to fourth
l. RE: Sect N1/9o. #17 closure ties were missing EAGH side future opening;b. 8-#6 iomb bors west of opening were missing.
2. RE: Sect. N1/13o. 2-#8's on south iomb were missing.
3.RE: Sect. B/1/13
o. #3 ot top ond bofiom of opening were missing;b. #4 ties were missingc. Confroctor hos interrupted oll reinforcing through ihe blockout for the
beom ot ihe elevolor. This is not correcl ond confroctor will splice oll
bors bock ihrough the blockout.
RE: Sect C/l/13
o. #10 top bors were missing.
RE: Sect. D/1/12o. Verticol reinforcing sticking up into the poropet wos missing.
RE: Sect. B/1/11
o. Beom bofiom bors proiecting into woll were missing.b. See ltem 3C obove, if is olso opplicoble ot this locotion.
RE: Sect. 8/2/19
o. 8'#6 iomb bors between door ond window were missing os weil os
the #5 ties.
4.
5.
6.
7.
Voil Porking Slruclure
Report # 24
Poge 2
In oddition to the iiems noted, conlroctor hod not ploced the closure iies on ony of the
woll end verticol reinforcing, nor hod he completed the woll reinforcing south of line B.
As o motler of record it should be noted fhot precost erection wos toking ploce from the
"Bridgeo conlroqy to controctors ossuronces thot this would not occur.
No other items were noted.
OBSERVER STEVEN E. BIERBACH.P.L
ee tl t/lqe_
6eJFP'J ,fuoL@v
.:
ChcntlNorthcnr,ll otc 'arRr|rt lr?r-'r .et !.1-ro.r.
REPORT OF CONCNETE TEST CYLINDER DATA
|!lv]'||!.|'nrfvCTr,.m.l'.|,llt.l||'Ft'Frll|od|it't!t'\|||n|'Y'nrtl'|r!|'ht|r'oA.'lr.o'tt|x|,tu|.|nffrh'|o.l.tr|'!''r11.n'rj|'ir'6o''Y|n,..|tl|r'q.nx|.J,||'',.|ou!|'|!n|i
4Uv^tntt urnl33 otrrt {rrwDt!1rn3 r,|l. |.rtIo to |rt s|| |rr:.
^ E{r- .. u.l i-rffi e..- .. ...,rrarr-
,.-r rl.. Cs(l IJA ./gO
i| -- i
I ru: vAIr. VALI,UY--MI:DICAL C[N'n:R JOo ]to. 4 424 go DATE: L2_4_gOI Attn: ilr. Dan Fccncy
I l8l ltlcst lrlcadow Drivc DALY nEf,Olil NO. SI|CET 1 O!' I
I Vai I CO 81657I ll.ryotcE No.
lRqj€cr vail valtey [lc(l-c.l ccrtcr l,:rrk i'g .strrcturc, Vail, colo'ado.
PLACLMENT LOCA] ION:Walls, Southeast Stair Core, Third Level to Top.
l]ATCl'l TICKEI tNFOtltr{ATtON:
sUpruER ltlcs tcrn I',lobi lc INFORMATION
mucK o.
NOT PROVIDED
IlcKEr 1l().
nME Nlrrn[J
-JX.ou;rclr Mt.
lll,lE
cu. 1I).
IluE tl^lcllu)Pt,Crr
FIEU) TTSIING INFORMATION:
TruE rEsr r x.lr 3LUup
'".IUfpSt{\[lPN
NgT*?Ilr9ovJRBP'n pcr. $,r,LE .rEMr,.
^rr
rDJ,,.
JoD sPEclFlcll|ol|s suJup tlt. AR cotrTorT ;r wAr[n Ar]Dtr) Ar strE - (kt. nan nx*
cYUN0en tNFoRuAiloN:
tfo. oF c.yl nrDFJrs 6 rn ttrnrn srzrl 6tt x 12' .Iur: cn nronr:i c,Lrr ___. wr rfjrE o\T 0n_si tc
Heated
Equipment Roon
nur\rlKs:
CUNINC INFORI'tATION:
lNlT[AL cultE On-Site NE-D sK)II,GE FICIIJIIES
Br: J. Hoffman
utN.,/t{ J(.
IATE $nlPPar 12-5-90
o Tf rrc Ar r^&12-5-90
ACE(xrT TIAIE
IESIE'TI'T I_ LOAI)(uE)t)L\r.r f:l rn
0Nq[5)ArtrJ\(so. rt.)couP. .fln,
('sr)Tn'r oF
t n,rclunc
c'Yl ltlr)trlwtrrrr
(r-lj5)
cntllDr:nurrtf wlx) rr(rrr)
7
7
2A
28
'28
28
12-11-90
12-.11- 90
1-1-91
1-1-91
.1-1-91 :
1-1-91
54, 000
56,000
6. 00
6.00
6,00
6.00
6.00
6-00
28 .ztl
28.28
28.28
28. 28
28.28
28.28
4300
4460
shear
shear
oEStcN sTR€ttGn I 4000 l5l o ?a ruYS
lU;nB |'t t^lxtulorrr rll ttlrtrt|rl rna lrl l.rr'|trrr4f $|||| rtjrl r/^rr f t<tu ritlrrtn In{lai O||ttrtttlSf- lxllto3)!(' tlrqrrqtl{){ (It ||x:i lt't ||tt!{tt l^t t( fnr utl, rtr o||tl,l:.
PROGRESS REPORT:
Cylinders cast by contractor and picked up by Chen-Northern, Inc.
cop,Es Ii;li:' l;ii.!nii',li:l,t;J:::Tii.,,,,
"0.li . Johnson Construction Co. , Attn: lrlr.
.lack'l'homas; Ilicrbach Consulting linginccrs
T. Laudick
FIELD ous[ {VEll APPROVED LIf
Chcnr}Norlhcnr,Inc ' rrE/rbt l.trF'. .rt i<r-,tr!t.
REPORT OF CONCNETE TEST CYLINDER DATA
.t^|,('||{.{'ct'c'Yxton'[l.t.n|.F|'FE|,|olt'ij'|\^]\,t1Ifmn|lt'ri|'!t||l||A.t|||..o'.|o.',ll{ErV'''iv.'llnq||ilns.|.|'..'ltrll!.|.ll.n'd|rl'6o'lxt'l.'|t||n{.,txlfJ,|l'|'|'oU'l||||[l.i
{r)urll||t, urnl:J olrnt |,xwrryuals ,Jtt_ l.rlft.o to lt hl|urt.
^ ,q.- .. rrl i il e..- , G6Frr_
a.G ,5. Cr.(t ll^ a,/eo
il.ryotcf No.
PRGJECT vail Valley tr'lctliJnr'ccrtcr I':rrk i rrlg st*rctlrrc, V.ir, coror.a<ro.
Line G.2, lrlalls, Third Lift;
Southwest Retaining lfall, Footing;
TO: VAII, VAI,I,EY MI]DICAL CENTIiIT
n ttn: Mr. Dan Fccncy
l8l lVcst lrleadow Drivc
Vai I C0 81657
U^TCIJ TICKET INFOIIT/AIION:
suprugt llles tcrn t-{obi lc
nuE rAlcltu)
INFORMATION NOT AVAI LABLE
ntJcK llo, ItcKEr lK'. Mff D6tclt l|o. cu. 10.
nUE ArlllmD TIUE ptJrCgt
JOtl I'lO. 4 424 90 DATE: 10_24_90
DALY REPOIil NO. SHUET 1 OI' 1
FIELD TESNNG INFORM^TION:
nuE rEr T xEX sLU!P
JOB sPEctnc^nolrs suruP
. INFORMATION NOT AVAILABLEIN. ^lII @IIIETT : WLT UNIT WLIGI IT
lI. i\rn coMfirT ,t wAlfn ADoct) AI sIlE
pct. srll|l'Lf 'lfMl,.
' c,ol. nEt*r,rtrG:
AJn lE!P.
CYLJNOEII INTOR[,{^TION:
Ito. oF civl ,ttDot5 6 w rjlE c^sr 0n-Si tcrin, t)rn stTr 6rr x l 2ri 'lrur (:n tHDnrS c 5T
CU'IINC INFORTIATION:
lNlTl L cune On-Site - Ro-o sK,n r6E FrctullLs MN./uN(. o rf/r,rE AT l,{ltt0_25_90
tr r€ slnlPPnt 10-25-90 tty: S. Urton nDurrKs:
AGE
0A16
rl^TE
rEstE,loIA r.o l)
(uI5)
l)urrflrn
(llrclr15)Arlr (io. Ir.)
couP..5ln.
('5r)
Tn'r oF
UCrU|||j
cn,llt)Fn
wtjcr lr
(trJs)
cnnlot:n
ur|lr ml(jl(r(r'fi)
7
28
28
28
28
10-31-90
.10-.31-90
l_1-21-90
11-21-90
11- 21-90
11*21-90
145, 000
f45, 000
J.5 7, 000
173,000
165,000
1.62,500
6.00
6. 00
6.00
(r. 00
6.00
(r.00
28,ztt
28.28
28.28
28 -28
28.28
28.28
5130
5130
5s70
6140
5840
5750
con/ shear
con/ shear
con/sp1it
con,/split
con/spl j.t
'con/sptit
oF5'CH SrRfltcltl 5000 pst o?d ruYs
Iu'l:S ltt lrlxrt^lutt nl artrro{t frt 0t rrJrr{rv4t ? || ra5\r,^rrt lrlu rrtttntr t,|xtS olltraaErt l()lto:pr.t ltll ur|r^llorr otl l[.i ltsl ,.tt!{lt lr t trL ttr(ttot o ]rr ollrtl3.
PNOGIIESS REPOKI:
.^rrrrc Fishcr llcccc .Jolrrtsoll nrcllitccts,"""'" Attrr: Mr. Skill Spcnst; jyqq1.r.n lrlobilcC.li. Jolrnson Constructiolt Co., Attn: lrlr.
Jack'l'hornas; llicrbach Consulting linginccrs
S. Urton T. Laudick
NELD Ot]SffNtrR APPROVED ITf
Chcnr}Northcrn,Irr
o
u '.ttllr'| IrrlE" i.!l r< t-nr.r.
REPORT OF CONCRETE TEST CYLTNDER DATA
TO:VAII, VAl,l,EY l"lllDICAL CEN'ftitt
n t tn : lr'1r.. Dan l:cc ncy181 ltlcst lrlcadorv l)rivc
Jolj l'fo. 4 424 90 DATE: 10-26-90
DNLY nEtJOt{T NO. sltt:L] 1 01.- II Vai I C0 81657| |lwotcE No.
I'PRoJEcr Vail VnlIcy l'tctlic:r'i ccrrtcr Pirr.k ilr11 str.rrctrrrc, Viril, colorrr<lo.
Lr,rr/tt lvl\.;
Line G.3, Wall, North Diagonal, Third Lift;
rr\rwIr vALt tNrul(MAlluN:
supruEn ttcstcrn l*tobilc .*rrcx ,o. rNFoI{MATIoN Nrg: AvArlllhE'Esr'r M,_ cu. yD.
nuE 0ATCJ|€D nuE lrUtMfI) TtuE pL,Acq)
FIELO ITST1NC INFORMATION:
TIUE IES'T TA'(EN SLUUP
JOB SPECtnCAnotts stluP
u.t.
tN.
INFORMATION NOT AVAILABLE
An @tflutT : wLT ul{t wucltr
AR CONTE'T I WATEN ADDCD AI strE
pct. S,,tJll,tC lfMl'.
' Atl. nor nt(s:
lJn ]E!P,
CYUN0ER tNt oRl/Allol'l:lrt. oF cin Dtoftrs 6 en nrrrrlt srzf (rtt x lztt ltMt. cntlt)t rr:; cljr wlmf cA5T On-Sitc
CUIIINC INFORMTION:
Nrr!^L cufte on-site nELD srctr/$E rrcrulrfs ur'.,/r{A(. o rEn*E ar w{0-27-g0
tutE sn|Pps) 10_27 _90 nr: s. urton nE! nK&
ACE
DAIS
D IE
TESIIf'
TI'T l. to l)
(u!5)t)ulrErrn
0ncr |ts)
'IEA(5O. rr.)
colJP. .51n.
('51)
TN'E OFfluctunc
c-n ttlt)ttt
wrjclrr
(r.I.l5)
cntrDt:n
urrrr wlxjl fr(r"cf)
7
7
2B
28
2A
28
7t-2-90
11-2-90
7L-23-90
1t -23-90
11-23-90
11-23-90
103, 500
112,500
132, 500
132,000
125,000
128,000
6. 00
6. 00
6.00
(r.00
6.00
Cr.00
28.211
28,211
28.28
zat.28
28.28
28.28
5660
3960
4690
4670
4420
45 30
conical
conic a I
con/spLit
con/sp1it
con/ shear
con/spLit
oFsrclt sTtr€}rcnl 4000 1':;t o 26 t)^Ys
|I.sTs lt, Lflltl^lottt |lllf.[rtrtrl ,^, [t,ra,rrrtt$rfi. fit|t rrrirrrtt t<tu !,.t|nt,.i trxl= o||IJraGr |lottoipr.t t'|t qru tu|| o|| Drtj ttst l.tt,tx rr 7 ||L tfiolltxar tr/ o tr_lri.
PROGRESS REPORT:
^r-,nrr..<-
Fisher llcccc Jolrnson Architccts,t-'-'tt n ttr'r: Mr. Skip Spcns!;ys51grn l,lollilcC.lj. Johrrson Construction Co.; Attn: I'tr.
.Iack'l'homas; Bicrbach Consultirrg l-ing.inccrs
S. Urton 'l'. Lnudi ck
FIELD OUSEf{VEII APPRO!€D rr
rl^g(^t|.|'.of!lctrm.:t'l'|T3.nrF||[E,|o.tlitl|\^'\l|ln.Fr'nr!,,{j|,nr.llr|'^tr|f.-(,||||)f'r|w't|([dfiron.'rf^|fut|.rl.o|ri|,.iY'non'xlnr.|t''n{rnn|n^,||fnovA|''\f|i
4r,rrFt I lltt lJr4t51 olrat t,lrwqyDnt l,rt. |.Jt!to to [t tU tlrl:,
a Enr- .. ,-l riiiil r-. , .Fr..r-
trar rb. CrrtrlJ^ r/go
Chcnc)Nortlicnr,Inl
' a.Ellrrrt l.tlF.. ..n i.bnr.t.
REPORT OF CONCRETE TIST CYLINDER DATA
TO: VAIt,
Attn:
181
Vai I
PROJECT
VAI,I,DY IIIIIDICAL CDNTI:III'lr. Dan Fcency
lVcst lrlcadow Drivc
co 81657
JOo lfo. 4 424 90 DATE: t1_8_90
DNLY nEfrOKT l.to. sl.tljEl I oF
|lwolcE l.,to.
Vail Vallcy lrlctlical Ccntcr' I'irrkirrg Stnrcturc, Vli l . Color.:rrlo.
Wal1, Second Lift;
sUpruER lVcstcrn l',lob i 1e
INFORIVATION NOT AVAILABLE
I|CKEr llo, ___Mlx_oEstcll
nue lllntvTl)
.t. An .ornE r INF9H-1qI9\ty"gfi AVATLABIEs^r/prr
rEur,.
Joo sPEclncAnol'ls sluup tN. AR corrur r wll[n AooED Ar sttE cor. nDrARr(s:
,lo. oF c'nJlDcns 6 cln rlorn srzti (rtt x l2tt llur: cn |trrrf,{s oL5T utmf cAir on-S i tc
CUIIING INFORMTTON:
IN'IUL CUttE on-Site nO-D srcn^cE rlctunEs l/tN./r{ x. o rfnttE AT L{!11_g_90
DttE gnlPPfD I l_q_An Df: e 6+an tttllArtKS:
7
7
28
28
28
28
2rJ. 2rl
28.28
28.28
28.28
28.28
z'-E.2A
^fi[A5a. |l1.)
'l'/t'r oFln clullc
shear
con,/sheax
con/ shear
con/ shear
con/ shear
con/shcar
c/U r)F l
wDGatr
(r.rr5)
qnIrDr.n
u tr vnx) tI(rcr)
1L-15-90
11-L5-90
12-6-90
12-6-90
12-6-90
12-6-90
119 , 000
117,000
157,000
159,000
145,000
151,500
6. 00
?
6. 00
6.00
(r.00
6. 00
6.00
421,0
4I40
5550
5620
5130
5360
4000 r,gr o zd rtrYs
ll5nl u/ L^rxtt^l()lllY n|r3ar|rrrt rr, t'| ra,rrrrtw{!: rlnr ,trlr:^rrt r3tu xf ltllln In{r:5 o rrAEf ltoltD
3OU( tf|l(Jltrr^trclt o ||I5 ttst l|tt\)flt ||Al trl ffi{rvtt{l} rr olIL :.
.notrs Fishcr P.ccce Johnsolr Architccts,--' '-' Attrr: Mr:. Skip SpcnsqJycstcrl lrloSi lcC.ll , Johnson Construction Co. ; Attn: I'lr,
.Jack'llromas; Ilicrbach Consulting l.inginccrs
S. Urton 'l'. Lautlick
FIELD oBSETWEII APPROVED rr
1! | !UIl.. rrnrlrclr lo ..t rf r4rt. nta r.rrrr E ,m arrrtrt\rvtl nrtyrnrt rr{rrr.. ar. <t^tarr,t'la aorcttrirr't on ,yr|ta:tt rrrru rn r,tcrlruo bun rt.trnrs4rrrrn | fltt urnt'' o||ttt |luw€atrt,rnS rJt(,rartlt to |rt hl ||l|:.
^ tui.t' 6, rr.lilitl-]".-. ., .6F'-
..an r.o. ctrtt tla t/?o
irmrrarrlr Aa rrr aorrlxt,tut nm.t rrv (r.r,|i et,|tr|a,lo rrrrrrrrrlri!',,ni |'trrrJ-n nt:.(trrtD t,tfrfrf: orr[ *rr|lttr rr'r5nn 4- :>Ar,rr1t 5 t|.| . t{: axtfrtlt u o( ,ttt^ lta|l,n p,
Letter of Tlansmittal
We are sending you:
fi Attached
n Phns
n Shop Drawings
n Specifications
n Appmved as submitted
n Approved as noted
o
,- \*.r"Fr'
' '':{ ''
,\.\- '
Town of Val1 Building DepartnentConounity Developuent75 S. Frontage Roadvail, Colorado 8l6b?
ATTN3 Brnst Glatzle
n
F
These are transmitted as checked below
n lbr approval
$ h.*u.u."
S As requested
n Returned for corrections
n For review and comment
Remarks:
Copy to
Signed
Dabe August 23, 1990 Job Number 4924
Re:var,r Yalley Medlcal Center
|^.$,tERAEtECTRrc
2107 W College Avenue
Englewood, Colorado 80110
(303) 937-9300
Prints
Copies Date No.Description
I danrr rrf lczrl alal Dau^- rtraa+
I Copy of Cator-Runa letter re: isolatlon panelbds
If enclosures are not as noted, kindly notify us at once.
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'-AToR, RUMA & Assoclarrl, co.
AUG 15 1990
CONSUITING MECHANICAL/ELECTRICAT ENGINEERS
CIINTON C. CATOR T SEBASTIAN A. RUMA T DONALD P ROSIER
August 10, 1990
I{r. Skip SpenstFisher, Reece & Johnson
L500 South Pearl StreetDenver, Colorado 80210
Re: Vail Valley Medical Center - O.R. Addition
Dear Skip:
As you may be aware, al 1 of the receptacles in the O.R.rs are fedfrom isolation panerboards. The receptacles in the waI1 arefurnished with standard duplex receptacres. These receptaclestested as "open ground" by the circuit Eester devices used. Thisis a nornal condit,ion for the circuit eype due to the function ofthe isoLation panelboard.
r am enclosing a copy of a booklet that, describes the basis for theopen ground and how the isolation panel system operates.
If you have any questions or comments, please do not hesitate tocall.
S ince rel y,
& ASSOCIATES, CO.
JAH,/ef
C : SPENST. A13
c"ry'ArE GrelI - Riviera Electric
Dan Feeney - WllC
CATOR,
.Iohn A. Il
1550 DOVER STREETo SUITE 2 o LAKEWOOD,COLORADO 80215 . (303) 232-6200
ElEUATORS
IIOUER ETEUATOR GOTPATV
P. O. Box 10097
Denver. Colorado 80210
(303) 777.3061
Fax (303) 777-1877
July 11, L990
Vail Valley Medical Center
l-SL West Meadolr DriveVaiI, colorado aL657
Attn: Mr. Dan Feeney
Re: vail Valley Medical centerElevator Nos. L, 2, 3
Dear Mr. Feeney:
Prease be advised that the elevator equipment on the abovereferenced project has been manufactured and instalred to conformto all the reguirernents outrined in the specifications, as welras_ the A.S.M.E./A.N.S.I. Al_Z.L Safety Code for Elevators, Es-carators, and Dumbwaiters and NErr Handicapped recommendations.
All elevator components have been provided by Dover Elevator sys-tems, and have been instarred by qualified. personner with notless than five (5) years industry experience. -
Also enclosed are the cornpleted checkrists for inspection andtest of your elevators.
rf you shourd have any additional questions regarding the same,please feel free to contact us.
Sincerely,
RP: ld
cci Construction File
Job File
Dover Elevators / Dover Maintenance
An Eqnl Ownnny Enfupr
DOVER ELEVATOR COMPANY
CLEUAI UTTD
I oFren r"-"rron couplrO
O ANNUAL TEST
GT NEW €LEVATOR
D O YEAR TEST
NAME OF AUILOING
ELEVATOR SERIAL NUMBER
HYORAULIC IIiISPEC'IOI{ & TEST
(Flll Od S.p.rrl. B.Oort For E ch El.r.tort
LOCATTON
CITY A STATE
RATED CAPACITY TEST
oare rl_3-7o
OFFICE
(fFNoNE,usEMoronoRcoNTRoLsERlALNo.)sEFvrcEcoNTRAcrNo. aTFr'. , ?/ - o jlFn 4?t/
BUTL'fNG ELE'AToRNUM "r 6 cusroMERpuRcHAS8U|Lo|NGELEvAToRNUMaERlJcUSToMERPURcHASJi9RDERNuueEh-Jo8NuM8ER-
MAKEoFELEVAToa ft 4te/ rypEoFELEvAro ,&=s RATEDcApAcrry {5aa tas.
.. r ii:, seeEo /A { r.e.u.
TO COMPLY WITH AMERICAN NATIONAL SAFETY CODE ANSI A17-1 RULE 303 AND RULES 1OO5 & 1006 _ THREE YEABS AFTER INSTALLATION
EEVoVE FLEX HosE AND FLEXTB_LE_GoUPL|NG FRoM sysrEM AND TEST AT THREE IMES woRKlNG pnessunE - Hose nepL,qdel,ler,{iREOUIRED NOT MORE THAN 6 YEAR INTERVAL.
Fl6x Hose Tesl Date _Hoso Tegt pressure .s.r.
Hose Replacement Oate . Hoso Taoged With Reptacement Date & SAE Type
Condilion of Reseruoit Oil Physicat Dimensions of Reservoir _
Make (3) Round Trlps Before Sening Retlef Vatve E
T91 .thq lgliSt valv.€ setting by Jirst inching the empty car up to engage the ptunger. stop ring, and lhen by apptying addirionat pump pressure asreQulreo to cneck lhe settino. The_maximum setting, must be no grealer than 1250/0 ot lvorking pressure to comply with the American National SafelyCode ANSI A17l Rule 1OOS a sos.
Refiel Vatve Selting l/ ,7 O P.S.l. (Should be l25olo ot heavy toad Up working pressure)
Corr€cted Relief Valve Setting--P.S.l. (lf required)
No foad working pr€ssuro: Up 7OO pg.1.
Nofoadcarspeed: up / 26 r.e.u. oown ./ OO r.e.u.
Felief valve seated: Yes O No D Note: Coda requires relief value setting be sealed.
See Rule 1006 and locate car at any convenient level. Open the disconnect switch and locate the elevation of the plattorm with resoect to a converiient
reference.. Oo not shut otf any valves in the line. Provide adequate timbers or pipe as well as saf€ty-slings to suppdrt car and load il
enlering th€ pit.
Tank Oil Level At Start ol Standing Tesl Tank Oil Temperature At Start ol Standing Test
Aflel a minimum of 15 minutes, not6 the position of the platform wilh respect to the chosen reference.
Longth of Time Car Standing- Empty Amount Car Settled During Standing Period
Oil T€mporature Al End of Standing Period
Amount of Leakago Al Packing Ouring Test
Tank Oil Level At End ot Standing Period
Condition of Piston Packing
NOTE: A change in car posilion which cannot be accounted tor by visible oil leakage or tomp€ralure change ot the oil indicates a l€ak in thecylind€r or in the undetground piping, and need lor lurther inspection, lesis or reoiirs.r0par13.
. H€avy load working pfessure:
cylind€r or in the underground piping, and need lor lurther inspection,
,ew f^ari r.rrrrki.l6 tt^ 36O oelY, 360 e .s.t.
H€avy load car spo€d:up- l4o r.e.tt. . Down /ZO r.p.u.
Was tho tost satisfactory: Yes D No O It not, exptain
It nol satisfactory what cotrectiv€ work is neod€d?
Representatives of the Insurance Company, City or State Inspector or Owne( presont at losi:
Indlcata n.|t|a an<l tltla
COMMENTS
MECHANIC'S SIGNATU
Copy ol this feporl given to customer: YES D NO O
oc-60.o
CUSTOMER'S SIGNATUBE
CUSTOMER COTY
DOUER ELEUATOB COMPATV
O A'{NUALTEST
GPNEW ELEVATOF
O 5 YEAR TEST
HYDRAULIC INSPECTIOI{ & TEST
(Flll Oul S.prnl. e.!st Fo. Crch El.v.toi
DATE
uo 36@ p".t.
up- t lO ,.r.u.oo*n ///O',.r.u.
-"7O
oFFtcE (),- n v:= r
NAM€OF SUILDING
ELEvAToRsERIALNuMBEF ?l' +o/' € X,CITY E STATE
(IF NONE, USE MOTOR OB CONTROL qERIAL NO.) SERVICE CONTRACT NO. 4 b/a9
vp 7OO p.sl.
up /.2 5- F.p.M.oown /"1 o r.e.u.
Reliet valve sealed: Yes D No O Note: Code requires relief value setting be sealed.
See Ruls lOOo and locate car at in-y conveni-ent lavel. Open the disconnect switch and locale the elevation of the plattorm with resDect to a convenionlreterence-. Do..not shut otf any valves in the line. Provide adequate timbers or pipe as well as safety'slings to suppjrt car and load ifentering the pit.
Tank Oil Level At Slart of Standing Tesl Tank Oil Temperature Al Start ol Standing Test
After a minimum of 15 minutes, note the position of lhe platform with respect to the chosen reference.
Length of Time Car Standing- Empty Amount Car Settled During Standing Period
Oil Temperature At End of Standing Period
Amounl ot Leakage Al Packing Ouring Test
Tank Oil Level At End of Standing Period
Condition of Pislon Packing
€
0FNoNE,usEMoroRoBcoNrRoLtERr^LNo.)sEBvlcEcoNrRAcrNo. O3//f o/AXy 0 4 t/,c-A q 7/o _
8U|Lo|NGELEvAToRNuMBER--.ff_-cUsToMERPURcHAqEoRDERNUM8ER-JoBNUMBEi
.(
MAKE OF ELEVATOR C // neeoF ELEvAToR R Ar EO C Ap Aatry _4 { <2-2______LBS.
sPEEo /l{F.P.M.
RATED CAPACITY TEST
Flex Hose Test Date _Hose Test Pressure
Hose Replac6ment Date Hose Tagged With Replacement Date & SAE Typs
Condition ot R€ssrvoir Oil Physical Dimenslons of Reservoir
Mako (3) Round Trips Betor€ Setting Retiel Vatve f]
-T::!.,t19 I9l':J_"?!v.: -s9ltillg by-jirst inchang the emply car up lo engage.the plunger_ stop ring, and then by apptying additionat pump pressure asrequrred lo checl( the settino. The_maximum sening, must be no greater than 1250,6 of working pressure to c6mpiy with the Americin National SafetyCode ANSI Al71 Rute 10Od& 303.
Rolief Valve Setting ? O 0 P.S.l. (Shoutd 6e lllo/o ot heavy toad Up workrng pressure)
Correcled Relief Valve Setting_p.S.l. (tt required)
To coMPLY wlrH AMERIcAN N4ll.0ll4! q4FETy coDE ANS| A17-1 RULE 303 AND RULES 1oo5 & too6 - THFEE YEARS AFTER tNsrALLATtoNl
BE[loyE FLEx HosE AND FLEXtBtE_cou]e_LING FRoM sysrEM AND rESr Ar rHRee rruEs wonxrrue pnEssunE _ xbsE neCundeMerui-REOUIRED NOT MOBE THAN 6 YEAR INTERVAL.
.s.t.
No load working pressure:
No load cer speed:
Heavy load working pressure:
Hsavy load car spe€d:
Was lhe l6sl 3atistactory: Yes D No O It not, explain
NOTE: A. change-ln
-c1l?91]tj9n
which cannol be accounted forby visible oil leakage or temporature change of the oil indicates a teak in theCyrrnoor or In'the underground piping, and need for further insp€ction, tests or repatrs.
It nol satislactory whal corr€clive work is neoded?
Fepresentativ€s ot the Insurance Company, City or State Inspector or Owner, pressnt at l6st:
Indlcat! n.,na tnd tltla
COMMENTS
Copy of this report given to customer: YES D NO O
oc-60-o
CUSTOMER'S SIGNATUFE
l^l ICT^l r ctt ,-ra ^\,
ill r/ :I
I DOVER ELEVATOR COMPANY
@
tr
tr
,F
ANNUAL TEST
5 YEAR TEST
NEW ELEVATOR
SAFEW AND GOVERNOR TEST REPORT
(FILL OUT SEPAMTE REPORT FOR EACH ELEVATOR)
NAME OF BUILDING
I
MAKE OF ELEVAToRCCLIOC-SAFEW r"re_gdoUg-{=-- GovERNoR MFG.
aGHt Efwpe GRtp JAWS: sreel E aRoruze El-ryPE OF GOVERNOR: FLY EA-L E FLYWEIGHT VWPCGRIP JAWS: STCCI I ANOruZC EIl
GovERNoR CABLE: tRoN Ersreel fl a x rg E e x rg I sze (Dn.)
INSTRUCTIONS:ANNUAL TEST _OMIT ITEM (4) ONLY
5 YEAR TEST -COMPLETE ALL ITEMS
To Comply with ANSI/ASME A17.1 Code Secrion 205,206, 1002, & 1O0g(1) Governor & satety free of excessive lubrication, lintand dirt yes B tto E
@ Hand test made ot satety & governor to insure all bearing and rubbing surtaces, including rope grip-jaws operate freely as intended !(3) Car safety op€rated by tripping governor rope grip-jaws by hand with car operating at slowest possible speed in down direction,
no load fl
(4) Safety checked and tested with rated cap@.- lbs. evenly distriluted over platform area, (Gov. & safety switch made inooe
rope giip-jaws trippect by hand ar rated speed n, Runa*ay rest ff Switcn trip spo ZfD FpM. Jaw rrip spd.ZE)5
CONDITION OF CABLE f)O ''4 - CONDITION OF JAWS r\@ U., -,\
TYPE oF SAFETY: INSTANT. nou- [ wEDGE oLAMP Vrtex. GUIDE I orHER
-
6ype1CoNDlrloN t\iut)
CONTACT ON: GOVERNOR ! REIC.qSIIE CARRIER E SIrEW D
RATED cAP. oF SAFETY
-
MTED cAR spEED 7 )--) FpM. cov. TRtp spEED ?q\-n" ) FpM.
CONDITION OF SAFETY DRUM ROPE SEE N I4\
BUILDING ELEVATOR NO CUSToMER P. o. No-- DoVER JoBbRDER No.
rative)
FPM.(5) Did the car stop level: yes zZ No fl How much out of level Distance between guides
!-l
, (Max.3/8" per ft) - Exception Section 205
Length of cable pulled oft the drum q lA Number of turns ot cabte left on the drum
Governor and safety reset, safety drum rewound evenly: E Safety Jaw clearance
Indicate the length of the mark on the guide rails made by the safety.iaws in inches: lelt rail |+ inches.-:^Lt -^:r tA t-'right rail l# - inches.
Condition of govemor rope after test
Condition of governor tension sheave after test
Governor adiustnents sealed and tagged and Release Canier tagged:
Was the test satisfactory: Yes g- tto fl I no! explain
(6)
n
(8)
(s)
(10)
(11)
(12)
-(13)
(14)
05)
Rails inspected aird titea where necessary: yes E No I
Condition of guide rails after the test Cf Erc.\
Whs it necessary to readjust the governoc Yes I No, D."
(16) Representatives of the Insurance company, city or state Inspector or owner, present at test
MECHANIC'S SIGNATURE
Copy of ttris report given to cubtomer:
CUSTOMER'S SIGNATURE
Yis E
SUPT. SIGNATURE
o
LocArroN ,tJfr,, Wnrctqc G*qr,DArE: 713-tl0 PAGE OF
GAS OUTLETS OBSERVATIONS
, AITD
COI.TMENTSLOCATION:
LISTED BY
OXYGEN
QUANTITY,
N20
PRESSURE, &
: MED AIR :
OXYGEN CONTENT
VACUUM : HP NIT
ftn llp-EI-t (t[,- ls::I
. . vrn_, J l_t4.Ltlh> sern
0K+ na 7-52--/ao' Z- g1-
,Q,tr
7 -{{-zt ' to -/r"/-ld c2{- o = /zO
g/-t zozt 'i -52 '0a't-#-rya' g-tr-r,3 -/z -o'4: /'//[:
TESTED I,TEDICAL AIR SYSTEMS, INC.
.k.t'
th,'.........-.-7/3. p
LOCATION;
ZDD FtA...
GAS OUTLETS
S;i;.,',-
200{ :':
zoo s ' 4.sr-pt
-t(
''?--1g" :
20Tf, ' 4-53-tedi
?a3z ' I'-ss-UJ'- t,Z _ lt{,t :
zoz4 ' y', cs=nb -a ', i?,;1; :-. -"-'-.*" --f :-'-el.(s
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'-.+\
-! r-rr-. - 3
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5-::.::>-
I
LocArroN, r/fua DATE:7-/s-lo PAGE OF
GAS OUTLETS
OXYGEN
vAcuuM
CONTENT
: HP NIT
OBSERVATIONS
. AND
col'rl,tENTs
- tL"
LOCATION
dlD
LISTED BY QUANTITY,
OXYGEN : N2o
PRESSURE, E
: UED AIR :
3oob ,2. s7 - t0oo4, l- rz - py,
o
'z-/9",'/- t zg-o -futc -
,5" IJG lLt-o
9037
: L-53-t00fa, /*g r. O?t:/.g3- zl?| Z)rs",4 'i l-f'try- - K"t / ,/Lf -o
3032 p'L-g l-rod/n'l-{z -OA /- n5- o t/-trtrc
TESTED MEDICAL AIR SYSTEMS, INC.
.-t
LocArroN: V$4t -7^v-q0DATE:PAGE OF
SHUTOFF VALVES
AREA
7*
llr- I'l
:1::t)t,,, t
'-l(
*- --."3o
tl
1
1l
ll
fl.vs/ua cz
t.
I.
:l:l ll
//s,f zail
rI lt
glull t#-i/ tl: : : : i n i 't :ce 9'o0L
3 0ro
voSt
309 3
ti,
)i
|2
l.
,t
rt
l1
Jt
/u
A,ktttzn t- TESTED
3 ?L/6
ftq I
INC.
It
r(t1
trBY: HEDICAL AIR sYsTEHs,
MASTER ALARM PANELS
LOCATION :AUDfBL,E:VTSUAL: MEDICAT cAS
TESTED BY: MEDICAL ArR SYSTEMS, INC.
o
MANIFOLDS
MANTIFACTURER: MODEL : GAS :LEAK TEST: TANK PREss.:LINE PRESS: SI{ITCECTVER TEST
BULK OXYGEN SUPPLY
MANUFACTURER: MODEL : GAS : TANK PRESS:LTNE PREss:LEAK TEST:LTQUID LEVELS
:3
\..-'-i;*.
TESTED BY II{EDfCAL AfR SYSTEMS, INC.
..-'.|F*-.'
M #!',*i]"*"'.
16 July 1990
Dan Stanek
Town of VaiI Building Department
Town of Vail
75 South Frontage Road
Va il , C0 81657
Dear Dan:
To confirm our conversation earlier today:
We wil'l have all landscaping at the west end of our property
completed by 29 July 1990. Thjs 'includes al I landscaping except
for that surrounding the parking structure construction site.
We wi'l 'l paint the elevator shaft pressurization fan to match the
new roof-top air handling units. This will be done by 20 July 1990.
Phil Easley of the Colorado Department of Health will inspect theproject on 20 July 1990 or 23 July 1990. I will provide you with
181 West
81
o-z,o-
rive, Su
rloraclo
s03) 47
Drive
Colot
(s03
Meadow
Vail,
Ai,,!ln
Ray McMahan
Administrator
a copy of his inspection report.
DFlbh
z)j"'-"=-/-
42 west meadow drive
vail, colorado 81657
(3031479.2250
July 16, 1990
Dan Feeneyvall Valley l,ledical CenterI81 West Meadow DriveVail, Colorado 81557
Re: Fire Sprinkler Inspection / Fire Alarn Test
fire department
Dear Mr. Feeney:
The fire alarn test and fire sprinkler inspection I conductedthis date, indl-cates the following iterns are in need of attention;
PRE-EXISTING CONDITIONS
1. The batteries for the sirnplex fire alarrn system were found tohave been disconnected, leaking and insufficient to meet minimumstandards. Nelr batteries of sufficient size and capacity tooperate the fire detection and ararm system for a 24 hour perioa otcontinuous.supervision, folrowed by 10 minutes of alarm activation,should be installed prior to the T.C.O..
2- The elevator lobby smoke detector on the east side of the westeLevator bank, is zoned for lst floor east corridor. The zoningneeds to be changed before a T.c.o. is issued. This itern waJdisclosed weeks ago.
3. Electronic door holders need to be instalred within 30 d.ays,on the corridor doors to sports Medicine and the west x-ray roorn.
4. The fire sprinkler head south of the west entry doors to thenew wlng on the second froor needs to be raised. rL is in d.angerof )reing damagep. This work nay be accornplished in conjunctionwith the retrofit of the second floor doctors offices.
V.V.M.C. FIRE AI,ARI! TESTVail Fire Department
Page 2
5. Install a valve tamper switch on the roof manifold. A snallleak or accidental activation could result in a najor water linebreak.
NEW CONSTRUCTTON
6. Elevator and stalrwell graphice need to be installed on allleve1s. cuidelines are avaiLable on request or they can be foundin the Unlforn Building Code or Uniforn Fire Code appendices.
7. RepLace all missing escutcheons on the fire sprinkler heads.
8. Rewire the snoke evacuation control panel at the nursersstation to provide a trouble signar at the iire alarm panel whenthe three position toggle switch is in any position other thantrautotr.
9. Relabel the smoke control panel in Dr. Steadmanrs office wingto reflect the two toggle switch positions as xONtr and ilAUTOil.
10.. rnEtall signs on the ceiring tiles directry beneath each firesprinkler control valve, inspectorrs test valv-e, drain valve andsinilar flre sprinkrer controls, reflectlng the function of eachvalve.
11. Label doors to storage room€r, rest rooms, closets, mechanicalrooms, electricar rooms and sirnilar function areas other thanpatient rooms.
L2. Label the rernote L.E.D.s for air handling units, fans, andexhausts to refrect the AHUrs identification-(ie. sF-5, Aitu-t,etc. )
13. Audibility in the southnest corners of the new constructl_on onthe second and third floors is inadequate. Have addltionalsignaling devLces instarred. to meet Erre nininum performancestandards set forth in the construction documents, u;iforn FireCode, T.O.V. Ordinance 3, Series 1983, and applitable N.F.p.A.standards.
14. Provide access to the fire inspectorrs test valves, especlallyon the third floor, north end.
15. Provide heat to maintain a ninlmum 40 degrees F. in theenclosed space at the botton of the northwest stair and provide aprotective cage for the lowest fire sprinkler head.
V.V.}'.C. FIRE AI,ARM TESTVail Fire Department
Page 3
16. Label the duct srnoke detector in room 3017 with the AHU
number.
L7. Relocate the LED for room 3072 to the corridor.
18. Connect the detector in roorn 3045 to the LED above the door toroom 3044.
19. CAUTION: Storage in room 3089 must be at Least l8n below thefire sprinkler heads.
20. Label the electrical panels in Dr. Steadman's x-ray.
2l . Replace the smoke detector in the second floor storage with athermal detector.
22. InstaII the vent for the nitrous oxide room behind the galleryprior to using the uredical gasses. occupancy of the gatlery is notallowed until the vent is installed.
23. Add an LED to the north door of the nursers lounge on thesecond floor. The nurse I s lounge crosses zones.
24. Relocate the LED for the gallery to the corridor outside room3033 and add a second LED to the corridor door on the publlc sideof the nursers station.
25. Relabel LED for rooms 303G and 3OO9 as rAutoclaveil.
26.. Emergency generator test has not been done and is requiredprior to T.c.o.. Emergency lighting, erevator recall and- exitrighting must be reviewed. Emergency Room and operating Room AHusand smoke removal systems are to be on the ernergency circuit.
27. rnstall gaskets (nullions) between the smoke doors to prevent
smoke leakage/transfer frorn one smoke zone to another on the secondand third floor patient corridors and elevator lobbies.
28. Install panic hardware on al1 exit doors where required by theBuilding Departnent.
29. Furnish certification of the nedical gasses system.
30. Erevator recarl, ANsr phase rr functions, and pressurizationfans have not been tested at ar1 levels. The smoke detectors inthe erevator shaft and elevator penthouse have not been tested.Provide certification of load test,ing fron Dover.
V.V.!,T.C. FIRE AINRM TESTVail Fire Departnent
Page 4
This llst is not intended to constitute a final inspection butmerely reflectE conditions found during the courEe of the firealarm test. Please contact ne lf you desire more lnfor:nation orneed clarificatlon.
Sincerely,
Mlchael McGeeFire Marshal
cc! Gary Murrain, Chief Building officialDick Duran, Fire Chief
Vail Valley "t"", Center LffiTf, @F TRANSnnOTTTAL
TO
181 West Meadow Drive
Vail, Colorado 81657
303-476-2451
Town of Vail Building Department
wE ARE SENDING YOU q Aftached
tr Shop drawings tr
tr Copy of letter
D Under separato cover via
Prints E Plans tr Samples
the following items:
tr Specifications
E Change order f,l Certi fi ca ti nns
JOI xo.24 Julv 1990
TEN T ION
Dan Stanek
TCO - Hosoital Addition
coPtEs OATE NO.DESCRIPTION
1 7- 18-S0 Simolex Time Recorder Co- - certification of fire alarm test
1 7-1?-qn Medical Air Svstems- Inc- - cprtification of mpdica'l daq svsfpmq
THESE ARE TRANSMITTED
D For approval
Q For your use
q As requested
as checked below:
D Approved
tr Approved
E Returned
as submitted
as noted
for corrections
n
tr
D
Resubmit-copiss tor approval
Submit
-copios
for distribution
Return
-corrected
prints
D For review and comment tr
D FOR BIDS OUE 19- tr PRINTS RETURNED AFTER LOAN TO US
REMARKS
SIGNED:
t, ancloatlraa rra aol .. noa.d, tindlt notil,
COPY TO Mi ke McGee
Dan Feeney
fSsimptex
July 18, 1990
Riviera Electric
2107 W. College.Ave.
Englewood, C0 80110
Re: Vail Va1lEy Medical Center
Surgery Room
To Whom It May Concern:
Simplex Time Recorder Company certifies that the
on the 2nd and 3rd f loor of Vail Va'l 'ley Medical r
found fully operational on July 17, 1990.
S i ncerel y,
SIMPLEX TIME RECORDER COMPANY
/2
Slmplex Time Recorder Co.
5191 Ward Road
Wheatridge, CO 80033
Telephone: 303-422-9272 Sales
303-422-8750 Service
Surgery fire a'l arm addition
Center has been tested and
Dav'i d R. Edwards
Branch Service Manager
DRE/JS
,{i
CClrpOrate F.i rl'-r.ll:l i: air: r -lrrnCltr. ijliiZi: E i.l;r(iner i;i:::.,;aci,rri:;atll n1,i4 | n0il1 o i|)l. :;i)li-{l.i:r .:)rtla)
.t).
'.:
MEDICAL AIR SYSTEMS, INC.
426 Violet St.
Golden. CO 80401
(303) 279-2491
FAX (303) 279-7132
CERTIFICATION--oF MEDICAL GAS SYSTE€
PERFORMED BY: MEDICAL AIR SYSTEMS, INc.426 VIOLET ST.
coLDEN, CO. 80401(303) 279_2491
LOCATION: VAIL VALLEY MEDIcAL CENTERVAIL, COLORADO
CONTRACTOR: WRAY PLUMBING & HEATINGP.O. BOX 2185FT. coLLrNS, CO e0522
SPECIFIC LOCATION: pCU NoRTH - 2ND FLOoR
3RD FLOOR
ON THIS DATE, JULY 13, 1990 *
101 OXYGEN OUTLETS
91 VACUUM OUTTETS
16 NITROUS OXIDE OUTLETS
16--- H.P. NITROGEN OUTLETS
an MtsU]CAL AIR OUTLETS
33 SHUTOFF VATVES
08 ATARM PANELS
02 MANIFOLDS
04 EVAC OUTLETS
OO CARBON DIOXIDE
CERTIFICATION IS PER NFPA 99, 1990 EDITION. THE FINDINGS ARE ATTACHED.
REMARKS: * ANY MODIFICATIONS, OR ALTERATIONS TO THE MEDICAL GAS SYSTEMSHALL REQUIRE RECERTIFICATION.
THrs D'.UMENT coNslsrs oF 13 - PAcEs'
iacs 01 oF 13
Medical Oxygen System
A. Tested oxygen system for purity with catalyst Research oxygenMonitor. Accuracy within lt of fulI scale O-IOOt. calibratJd at 21tand 100t.B. Tested Oxygen System for pressure, flowrates, and leakage.C. Tested Oxygen System for crossed lines.D. Tested Oxygen shutoff valves for leakage.E. Checked Iabeling of outlets, shutoff valves, and warning alarmpanel s .F. Tested oxygen alarm panels for proper functioning and alarmpoints.
LOCATION: VAIL VALLEY I.IEDICAI DATE: JULY 13, 1990 PAGE 02 oF 13
CENTER
Medical Air System
A. Tested l.{edical Air syst.em for purity with catalyst ResearchOxygen Monitor. Accuracy within lt of full scale 0-1009.Calibrated at 21t and 1008.B. Pressure tested Medical Air System for leakage.C. Checked Medical Air System for crossed lines.D. Checked labeling of outlets, shutoff valves, and warninglabels.E. Tested Medical Air shutoff valves for leakage.F. Tested Medical Air alarm panels for proper functioning andalarm points.
LocATroN: vArL vALtEY MEDICAL DATEi JULY L3, 1990 PAGE 03 oF 13
CENTER
Medical Vacuum System
A. Tested Medical vacuum system for inches of vacuum, leakage, andf l owrates .B. Checked Medical Vacuum System for crossed Lines.c. checked Iabeling of outlets, shutoff valves, and warning alarmpanel s .D. Tested Medical Vacuum shutoff valves for leakage.E. Tested Medical vacuum alarm panel for proper functioning and alarmpoints.
LocATroN: vArL vALLEy MEDTCAL DATE: JULY 13, r99o PAGE 04 oF 13
CENTER
LOCATION! VAIL VALLEY MEDICAL
CENTER
DATEI JULY 13, 1990 PAGE 05 OF 13
LOCATION
GAS OUTLETS
LISTED By QUANTITY, PRESSURE, & OXycEN coNrENT::::
OXYGEN : N2O : MED AIR : vAcuUM : HP NIT
OESERVAIIONS
AND
COMMENTS
2011 : 4-53-100:::VAC FLOW 3OO
2010 : 4-53-100: -- : -- : 2-15ii HC: ::
2007 : 4-53-100:: 2-15" HG:
200 5 : 4-53-100:: 2-15" HG:
200 3 : 4-53-100:: 2-L5" HG:
2002 : 4-53-100:: 2-14" HG:
2032 : 4-53-100:: 2-14" HG:
2034 : 4-53-100:: 2-I4" HG:
2036 : 4-53-100:: 2-14" HG:
2037 : 4-53-100:| 2-54-2I : 2-17" Hc:
2040 ; 4-53-100:: 2-54-2I : 2-1?" Hc:
300HG:1-r5"FLOW
IESTED BY; MEDICAL AIR sYsTEMs, INc.
LOCATION: VAIL VALTEY MEDIcAt
CENTER
DATE: JUIY 13, 1990 PAGE 06 OF 13
GAS OUTLETS OBSERVATIONS
11I\' IJ
COMMENTSLOCATION
LISTED BY QUANTITY,
OXYGEN : N2O
PRESSURE, & OXYGEN CONTENT
: MED AIR : VACUUM : HP NIT
FLOW 180
PRE-OP 5-r4"FLOW 300
ANES/1-15"HG:FLOW 300
oR 3005 : 7-52-100r 3-54-0 I 3-55-21 :ro_r*'HCr 3_ffi
oR3010:7-52.100:3-54-0:3_55-21:ro-r+i'Hc.3-ffi
oR 3037 : 5-52-100: 3-54-0 : 3-55-21 : 9-14'i HE
oR 3033 : 6-52-100: 3-54-0 : 3-55-21 : 9-1+FHc: 3-125_O ::HOSE DROPS =
TESTED BY: MEDICAL AIR sYsTEMs, INc.E *b-;
LOCATIONT VAII VALLEY MEDICAL
CENTER
DATE: JULY 13, 1990 PAGE 07 OF 13
GAS OUTLETS
CONTENT
: HP NIT
OBSERVATIONS
AND
COI,IMENTSLOCATION
LISTED BY QUANTITY,
OXYGEN : N2O
PRESSURE, & OXYGEN
: MED AIR : VACUUM
3005 : 2-53-100:1-52 -0 t-53-21 2-15"Hc: 1-I25-0 (1) EVAC
1-52-0 1-53-2L 2-15"t-125-0 : : (1) EVAC
rI
3037 : 2-53-100: 1-52-0 : 1-53-21 : 2-15- Hc: 1mORBITER 15r'r{c-
30 33 : 2-53-100: 1-52-0 31-NoT : 1-15" HG: I-125-0 :: (1) EvAc
100:
TESTED BY: MEDICAT AIR SYSTEMS, INc.
TOCATION: VAIL VALLEY MEDIcAL
CENTER
DATE: JUtY ].3, 1990 PAGE 08 OF -13
SHUTOFF VALVES
AREA
YES
YES
YES
YES. n'l
01RECOVERY ROOM
300 3
PRE-OP ROOM
3022 YES
YES
YES
YES01
ANES/WORK ROOM
3011
01 YES
YES
YES
YES
6 ZONE VALVE
BOX EACH: OR
ROOM *3005
3010
3037
3033H.P. Nrr - (0r)
01 YES
YES
YES
YES
YES
YES
YES
vEs
YES
YES
YES
UI
01
TESTED BY! MEDICAL AIR SYSTEMS, INc.
LOCATION: VAIL VATLEY MEDIcAL
CENTER
DATE: JULY 13, 1990 PAGE _99 OF 13
SHUTOFF VALVES
AREA
TR I PLE
VALVE
NORTH
PCU
ZONE
BOX:
2ND FLOOR
01
01
01 YES
YES
YES
YES
YES
YES
TESTED BY: I'IEDICAL AIR sYsTEMs, INc.
LOCATION: VAIL VALLEY MEDICAL
CENTER
DATE: JULY 13, I99O PAGE -10 OF 13
AREA ALARM PANEL
AREA ALARM PANET LOCATED IN RECOVERY NURSES STATION, ROOM 3004.
AREAcoNTRotLED:o2:N2o:M/A:vAc:EVA:tABELED:LowALRl't:HIim
ROOM 3003 01 YES
YES
44 PSIG
12,'HG
66 PSIG
N/A
YES
YES
YES
YES
AREA ALARM PANET LOCATED IN PRE-OP ROOM 3022.
ROOM 3022 nl r t1 ii
YES
44 PSIG
I2,' HG
OO jiDI(J
N/A01
YES
YES
I.LD
YES
AREA ALARM PANEL LOCATED IN NORTH PCU.
2ND FLOOR
2011, 2010,200't, 200s,2043, 2002,
2032, 2034,2036, 2037 ,2040 & EXAM
01 YES
YES
YES
oo
66
YES
YES
YES
YES
YES
YES
44 PSIG
44 PSIG
12,' HG
rDIb
PSIG
N/A
0l
01
TESTED BY: MEDICAL AIR sYSTE}4s, INc.
LOCATION: VAIL VATLEY MEDICAIJ
CENTER
DATE: JULY 13, 1990 PAGE 11 OF 13
MANIFOLDS
MANUFACTURER:MODEL: GAS :LEAK TEST: TANK PRESS. ILINE PREss:sI^IITcHovER TEST
CHEMEIRON
CHEMETRON
2500
9XT
NIT
N20
YES
YES
| 2250 (L) /
:2250 (R)
:7s0(t)/7s0(R)
| 125
:58
PSIG
PSIG
YES
YES(BAD PS)
BUIK OXYGEN SUPPLY
MANUFACTURER:MODEL: GAS :TANK PRESS:IINE PRESS:LEAK TEST:IIQUI' TEVELS
TESTED BY MEDICAL AIR SYSTEMS, INC.
LOCATION: VAIL VALLEY MEDIcAt
CENTER
DATE: JUIY 13, 1990 PAGE 12 OF 13
MASTER ALARI.I PANELS
LOCATION :AUDIBLE:VISUAL: MEDICAL GAs STATUS : CONTINUITY CHECKED
PCU NURSES
STATION
LEFT
I'{ODULE
YES
YES
YES
YES
N2 RESERVE-IN-LINE
N2O RESERVE-IN-LiNE
YES
YES -
WOUTD NOT CANCEL
BAD P. S.
TESTED BY: MEDICAL AIR SYSTEMS, INC.
a
I,OCATION ! VAIL VALLEY UEDICAL
CENTER
DATE: JULY 13, I99O
sul,il'taRY
PAGE 13 OF 13
this system for adherence to NFPA 9tMedical Air Systems, Inc. has inspectedGas and Vasuum systems; lggO ndition.
The following discrepancies are noted:
tlO{E
TESTED BY: MEDICAL AIR SYSTEMS, INC.
,M voilvolley
medicolcenter
r If smoke is
equipment room), orwest), E210 (second
elevators will return
26 June 1990
Phi I Harris
Project Manager
G.E. Johnson Construction Company
P.0. Box 2139
Colorado Springs, C0 80901
Skip Spenst
Project Architect
Fisher, Reece and Johnson, PC.
1500 South Pear] Street
Denver, Co 80210
Gentl emen:
I have reviewed the fire alarm controls on the three elevators in the westwing with Mike McGee, vail Fire Department. Essential features will be asfol I ows:
- !'tJ
181 West Meodow Drive, Suite 100
Voil, Colorodo 81657
(3O3) 476_2451
Roy McMohon
Chief Executive Off icer
detected in the elevator shaft (including the penthouse
i n el evator I obbies 012 ( basement) , E209 (second fl oorfloor east), and 3026 (third fl oor west), all threeto the first floor and lock open.
r If smoke is detected in elevator lobbies E1020 (first floor west) orE1018 (first floor east), all three elevators will return to level 2 and iockopen.
r These three elevators will continue running normally in any otherfire alarm scenario.
Nothing in this letter is meant to revise the operation of the elevator shaftpressurization fan or relief damper, as presently described in cwR 73 REV.
To the architect: Since the above information is in conflict with Note 11 onthe Fire Alarm Riser Diagram of sheet E-9 (as modified by Addendum:), pieaieissue a CWR to the contractor.
contractor: Becaus.e of the urgency of our securing a TCO foryou are authorized to proceed with work immed.i atety. Anys, if any, should be fully documented on a time-and-materiai
To the generalthe bui l ding,
i ncreased cost
basis.
DFlbh
cc: Jack Thomas
Mi ke McGee
Gary Murrain
n
Project
Mountain States Engineering Associatea, P.C.
March 8, 1990
Mr. Fred S. Has1ee
District Regulations
Upper Eagle Valley
Water and Sanitation
845 Forest RoadVail, Colorado 81657
Administrator
Districts
Re: Vail Valley Medical Center
Sanitary sewer Relocation
Dear Fred,
As we discussed on the telephone Tuesday, enclosed you will
find 4 sets of the construction drawings and two sets of the
construction specifications of the 8-inch sanitary sewer main
relocation for your review and approval . The relocation is
necessary to allow for the construction of the proposed parking
structure at the Vail Val1ey Medical Center.
The relocation was designed to facilitate sewering the
lowest level of the structure, a medical laboratoryr by gravity
and still meet the original main elevation at the I-70 Frontage
Road. To accomplish this, the relocated main uses a minimalgrade out of the main in West Meadows Drive and outside drop
manholes.
Please review the drawings for conformance with Upper Eagle
Valley Sanitation Specificati.ons and give me a call with your
cornments.
cc: Dan Feeneyr Vail VaIIey Medical Center
Greg Halll'totn of vaii '//Skip Spenst, Fisher, Reece & Johnson
r65 SOUTH UNION BOULEVARD, SUITE 420, LAKEWOOD, COLO&ADO 80228 (s03) s87-3e80
Mountain States Aseoeintee, P.C.
March 8, 1990
Mr. Greg HalI
Town Engineer
Department of Publ-ic Works
Town of VaiI
75 South Frontage Road
VaiI, Colorado 81 657
Re: VaiI VaIIey Medical Center
Proposed Sanitary and Storm Sewer
Dear Mr. HalJ-,
As we discussed over the telephone today, enclosed you willfind three sets of the proposed storm sehrer design and the
sanitary sewer relocation drawlngs and speciflcations for your
review and approval. These proposed infrastructures are required
to facilitate the proposed parking structure required by the
expansion of the Medical Center.
Both the sanitary and storm drain lines are planned to beinstalled prior to the commencement of construction of theparking structure. The existing sanitary se$/er conflicts with
the proposed parking structurer s foundation and therefore,requires its relocation. The relocated line is designed to allowclearance for both the structure and the driven sheet piling
needed for constructi-on.
The construction of the storm drai.n, in advance of the
proposed parking structure, will allow for the removal of ground
water encountered during the construction. At this time it isproposed to use sump pumps, if needed, during excavation toremove the subsurface water. These pumps could dischargedirectly in the newly constructed storm sewer.
Please review the drawings for conformance with the Town of
Vail's specifications and qive me a call with your comments.
o
Engineering
cc: Dan Feeney, Vail Valley Medical Center
Skip Spenst, Fisher, Reece & Johnson
165 SOUTH UNrON BOULEVARD, SU|TE 420, LAKEWOOD, COLORADO 80228 (s03) 987-3980
-a
fl--i
I
,I
o
PROJIIC'f SPECIFICATIONS
FOR
VAIL VALT,EY MEDICAI, CENTER
18:I T{EST MEADOTI DRIVEVAIL, COIORADO
-0-0-0-0-0-0-0-0-0-0-0-0-0-0-0-0-0-0-O-0-0-0-O-0-0-0.0-O-0-0-
PREPARED BY
MOUNTAIN STATES ENGINEERING ASSOEIATES, P.C.165 souTlt UNIoN BOULEVARD, SUITE 420
LAKEI|OOD, COLORADO
FEBRUARY 29, 1990 JoB No. 90-14
88.24
.:
TABLE OF CONTENTS
for
SPECIFICATIONS
of
VAII, VAI,LEY MEDICAIJ CENTER
SANITART SEI{ER SectLon C-l00
STORM SEWER Section c-200
ASHAI,TIC CONCRETE PAVEMENT Section C-300
PORTLAND CEUENT CONCRETE PAVING
,TRAFFIC CONROL
Section C-400
Section C-500
EXCAVATION, FII,ING, GRADING AND TRENCHING . Sectlon C-6OO
sEcTroN c-100\- SANITARY SEWER
GENERAL
1 .,I CONTRACTUAL REQUIREMENTS
A. Refer to the Contract Documents in their entirety forapplicable provisions which govern the work of this
Secti-on.
B. All materials and/or products shall be furnished andlnstaLled as named, otherwise specified herein, wlththe exception of substitutions accepted by the Ownerunder the conditions specified in the Instructionsto Bidder for this Contract.
C. Sanitary sebrer tap fees will be paid by the Owner.
1 .2 DESCRIPTION OF WORK
A. Include all labor, materials, eguipment, and incidentalsas necessary to complete the work sho$/n, speclfied,and/or otherwise reguired.
B. Sanitary sewer servj.ce reguired for this work lsindicated on the drawings and includes, but is noLIimited to the following: sanitary se$rer conduits and
manholes.
C. All work covered by this section shall be governed byappropriate Rules, Regulations and Standards publishedby Upper Eagle VaIIey Water and Sanitation and the Townof Vai1.
D. Related worl< specified in other sections.
1. All grading and filling required in connectlon withasphaltic concrete pavement shall be performed instrict accordance with the requirements of C-600of these Specifications.
2. Traffic control as required and described in Section
c-500.
1 .3 QUAITITY ASSURANCE
, A. Requj.rements of Regulatory Agencies:
1. Secure and pay for all pernits and inspectlons
B.
required for the prosecution of this work. Approvedcertifications on inspection and permits shall besigned by the. approprlate approval agency or buildinginspection authority.
In case of conflict between the above codes, regulatlons,references, and standards, and these Specifications,the more stringent requirements shall govern.
The contractor shal1 be responsible for the exacthorizontal and vertical location of any existing utilityrines and their relocation necessitated by cons[.ructlon.
The contractor slrall verify existing invert erevationsbefore construction.
c.
D.
2.0 PRODUCTS
2.1 SANITARY SEWER PIPE
A.All sanitary pipe shall be35 polyvinyl chloride.8-inch ASTM D-3034, SDR
B. AII plping shall have class rBr Bedding. Beddingmaterial shall be well graded, clean, coarsesands and gravel ( squeege or approved equal).
2.2 MANHOI-,ES
A.
B.
Manholes shall be 4B-inch ID precast concrete barrelswith eccentric cones meeting ASTM C-478 standardswith poured-in-place bases.
Manholes rings and covers shall be 24-inch diameterand total weight of 400 lbs. Class 30, ASTMA-48-76.
EXECUTION
COORDINATION
Prior to the placement, of this Section, verify that allwork of other trades is sufficiently complete to allow thisinstarlation to proceed and verlfy that all such work enabresthe work of this sectlon to be compLeted in accordance wlththe drawings and these Specifications. In the event ofdiscrepancy, immediately notify the Ownerts Representatlveor Engineer and proceed as he dlrects.
3.0
3.1
3.2 INSTALLATION
sewer lines shal-l be constructed a minimum of 10 feetfrom the center of aII water lines, except where theycross.
B. Minimum trench width at the top of the pipe shall beone pipe diameter plus 6 inches on both sides.
A.
c.
D.
E.
F.
Where poor soil conditions or water exist, as requestedby the Engineer, excavated material shall be hauledaway and the trench shall be backfilled with importedmaterial as approved by the Engineer. Manhole sub-baseswill be over-excavated a minimum of 2 feet and replacedwtth 1 j-inch crushed rock.
Manholes shalL have a minlmuminverts. Inverts and bencheswith inverts being smooth andno-skid surfaces.
of 0.1 foot fall acrossshall be hand formed
benches having brushed
Asphalt shall be saw cut or wheel scored to insure aclean straight edge for patching. Asphalt patchingshall be 3" HBP, grade rEr or tEXt placed in two 1j"lifts over 6" ABc, class 6 placed in one 6" lift.
When it is necessary to raise or lower water linesat sanitary sewer crossi_ng. A minimum clearance of1.50 feet shall be maintained between outside of pipes.
Backfilling shall not occur until pipe has beeninspected.
Compaction of trenches shall be 95t ASTM T-99 standardproctor density. Compactlon test results wiIl bereguired by the City. The Owner shall bear the costof all tests proving compliance with the standardsset forth herein.
3.3 PIPE BEDDING
Pipe bedding - after completion of the trench excavationand proper preparation of the foundation, a minimumof six inches and a maximum of 12 inches of beddingmateriaL shall be placed on the trench bottom forsupport under the pipe. Bell holes shall be dug deepenough to provide a minimum of two inches of clearancebetween the bell and bedding material. AII plpe shallbe installed in such a manner as to ensure full supportof the pipe barrel over its entire length, After thepipe is adjusted for line and grade and the Jolnt tsmade, the bedding material shall be carefully placed
G.
H.
A.
and tamped under the hauches of the pipe up to spring
line and in the previously dug bell holes. The bedding
shall then be installed to a rninimum of six inches and
a maximum of 12 inches above the top of the pipe, no
matter what type of pipe is installed.
B. The bedding material shall be sgueegee, sand or approved
equal and shall conform to the following limiLs when
tested by means of laboratory sieves:Total Percent
Passinq by Welqht
100
0-5
3.4 LAYOUT
The ownerts engineer shall inltially layout the pipe's
vertical'and horizontal alignments with offsets and
stationing as requested by the contractor.
Sieve Size
'/E:TfiE-No.200
SECTION C-2OO
STORM SEWER
GENERAL
1 .1 CONTRACTUAL REQUIREMENTS
A. Refer to the Contract Documents in their entirety forapplicable provisions which govern the work of thisSection.
B. AII materials and/or products shall be furnished andlnstaLled as named, otherwise speclfied herein, wlththe exception of substitutions aecepted by the Ownerunder the conditions specified in the Instructionsto Bidder for this Contract.
1.2 DESCRIPTION OF WORK
A. Include all labor, materials, equipment, andincidentals as necessary to complete the work shown,specified, and/or otherwise reguired.
. B. Storm sevrer servj-ce required for this work isindicated on the drawings and includes, but is notIimited to the following: storm ser,\rer conduits,outlets, inlets, fittings, and manholes.
C. A11 work coverod by this sectior.r shall be governed byappropriate Rules, Regulations and Standards publishedby Upper Eagle Valley Water and Sanitation and the Townof Vail.
D. Related work speclfied in other sections.
1. All grading and filling required in connection withasphaltic concrete pavement shall be performed instrict accordance vrith the requirements of C-600of these Specifications.
2. Traffic control as required and described in Sectionc-500.
1 .3 QUALITY ASSURANCE
A. Requirements of Regulatory Agencies:
1. Secure and pay for aII permits'and inspectionsrequired for the prosecution of this work.
Approved certifications of lnspection and permits
shal-I be signed by the appropriate approval
agency or building inspection authority.
B. In case of conflict between the above codes,regulations, references, and standards, and theseSpecifications, the more stringent requirementsshall govern.
C. The contractor shall be responsible for the exacthorizontal and vertical location of any existing utilitylines and their relocation necessitated by construction.
D. The contractor shall verify existing invertelevations before construction.
2.0 PRODUCTS
2.1 PIPE
A. A11 pipe sha1l be polyvlnyl chloride and shal1conform to the required ASTM D-3034 or F-679.
B. A1l piping shall have Class 'B' bedding unless otherwj-senoted. Bedding mater j-al shall be rvell graded, cJ.ean,coarse sands and gravel ( squeege or approved equal ) .
2.2 MANHOLES
A. A11 manholes sha1l be constructed with 48-inch ID precastsections wil-h eccentric cone{r unless otherwise approved.Precast concrete nranholes shall be manufactured tostandards at least eclrral to or greater than therequirements of the Standard Specifications for precast
Reinforced Concrete Manhole Sections, ASTM Designationc-478.
B. Manhole rings and covers shall be 24-inch diameter anda total weight of 400 lbs. Class 30, ASTM A-48-76.
2. 3 INLETS
Inlet shall be poured in place reinforced concrete box with
550 lb. grate and frame as shown in detail on theconstruction drawings.
3.0 EXECUTION
3.1 COORDINATION
Prior to the placement of this Secti-on, verify that all
work of other trades is sufficiently complete to allow this
installation to proceecl and verify that all such work enables
the work of this Section to be conrpleted j.n accordance with
the drawings and these Spccifications. In the event of
discrepancy, immediately notify the Owner's Representative
or Engineer and proceed as he directs.
3.2 INSTALLATION
Mlnimum trench width at the top of the plpe shall be
one pipe diameter plus 6 inches on both sides.
Where poor soil conditions or water exist as demandedby the Engineer, excavated material shal-I be hauled
away and the trench shall be backfilled with lmportedmaterial as approved by the Engineer.
Manhole sub-bases shall be over-excavated a minimum
of 2 feet and replaced with 1 -!-inch crushed rock.
Asphalt sha1l be saw cut or wheel scored to insure aclean straight edge for patching. Asphalt patching
shall be tE'or'EX'placed in two 1]" lifts over 6r'
ABC, Class 6 placed in one 6" lift.
Backfill shal1 not occur until pipe has been inspected
Compaction of trenches slraf I be 95t ASTI'1 T-99 standardproctor density. Compaction test results will be
required by the city. The Owner shall bear the eost
of all tests proving complj.ance with the standards
set forth herein.
3.3 PIPE BEDDING
Pipe bedding - after completion of the trench excavation
and proper preparation of the foundation, a minimumof six inches and a maximum of 12 inches of beddlngmaterial shall be placed on the trench bottom for
support under the pipe. Bell holes shall be dug deep
enough to provide a minimum of two inches of clearance
between the beII and bedding materlal . All pipe shall
be installed in such a manner as to ensure full supportof the pipe barrel over its entlre length. After thepipe ls adjusted for line and grade and the joint is
made, the bedding materlal shall be carefully placed
A.
D.
r.
A.
and tamped under the hauches of the pipe up to sprlngline and in the previously dug bell holes. The beddingshall then be installed to a minimum of six lnches anda maximum of 12 inches above the top of the piper no
matter what type of pipe is installed.
B. The bedding material shall be squeegee, sand or approvedequal and shall conform to the following llnits whentested by means of laboratory sieves:Total Percent
Sieve Size Passing by WeiqhtT/E:f;EE'- TNo. 200 0-5
3.4 LAYOUT
The owner's engineer shall initially layout the pipe's
vertlcal- and horizontal alignments with offsets and
statloningt as requested by the contractor.
'\.. SECTION C-600
EXCAVATION, FIILING, GRADING AND TRENCHING
1.0 GENERAL
1 .1 CONTRACTUAI-, REQUIREMENTS
A. Refer to the Contract Documents in their entlrely for
applicable provisions which govern the work of this
Section.
B. AII materials and/or products shall be furnished andinstalled as named, or otherwise specified herei-n,
with the exception of substitutions accepted by the
ohrner under the conditions specified in the
Instructions to Bidders for this Contract.
1 .2 DESCRIPTION OF WORK
A. Include all labor, materials, equipment, and incidentals
as necessary to complete the work shown, specified,
and/or otherwise required.
B. The work includes all such operations performed in this
work whether as a major subcontract or as a portion
of the work of other trades incidental to theinstallation of specified items. Dxcavation, filling,grading, and trenching for this work includes, but is
not necessarily limited to: overlot grading, excavation
for foundations, pits, trenches, and filling and
backfilling to attain indicated grades.
C. Related work specified in other sections:
The following operations are described in the sectionsindicated. However, all such work sha1l be performed
in strict accordance with the provisions of this Section.
1 .3 DEFINITIONS
For the purpose of this work, the following definitions
are established for the terms used:
A. Structural Fil1 is all material placed to raise the
greae ofTE-ETte or to backflll excavations, upon
whlch the So11 Engineer has made sufflcient tests and
observatlons to enable him to issue a written statementthat, in his opinion, the ftll has been placed and
compacted in accordance wlth the requlrements of theseSpecifications.
B. On-Site Material- is material- obtained from the required
excavETlon on the site.
C. !rypgfL_rqgl9+gf is m;rLer:ial haul-ed in from off -siteborrow areas
D. AS'IM Specif ications are L.lrose contained in the latestedition of the standards of the American Society forTesting and Materials.
1 .4 SUBSURFACE CONDITIONS
A. The Ownerts Soils Engineer, Chen-Northern, Inc. hasprepared a Soil Investigatlon Project No. 1-602-89,
dated June 6, 1989.
B. This report was obtained only for the Owner's use infoundation and is not a part of the Contact Documents.
The report and log of borings is availabl-e for theContractor's information, but is not a warranty of the
subsurface conditions. The Contractor may use the reportat his own risk.
C. The Contractor shall visit the site and acquaint himselfwith site conditions. Prior to bidding, the Contractor
may make his own subsurface investigations to satisfyhimself with site and subsurface conditions.
D. The SoiI Engineer has been retained by the Owner to
observe the performance of all work under this Section.If, in the opinion of the Soil Engineer, any workperformed under this Section does not meet the Technicalor design requirements stipulated for the work, makeal1 necessary readj ustments to his approval. Make nodeviations from the Contract Documents without specific
and written approval of the Owner.
E. The SoiI Engineer's review of the Contractor'sperformance does not j-nclude review of the Contractor'ssafety measures in, on, or near the job site or connectedin any way with the performance of the work of this
Section.
1 .5 SUBMITTALS
A. Samples:
' Submitl soil- samples to the Owner's Soils Engineer for
\_. approval as specif l-ed hereaf ter.
B. Test Reports:
Submit copies of test reports as described hereafterunder "Fj-eld euallty Control".
1 .6 QUALITY ASSURANCE
A. Requirements of Regulatory Agenc j-es:
1. Comply with the following applicable codes,ordinances, regulations, reference, standards(in effect thirty (30) days prior to bid due date):
a. American Society for Testing and Materials
(ASTM).
b. Federal, State and Local Codes.
2. In case of conflict between the above codes,regulations, references and standards and theseSpecifications, the more stringent reguirementsshall lJovern.
3. Permits and Inspections: Secure and pay for al-lpermits and inspectlons reguired for the prosecutionof Earthwork.
1 .7 PRODUCT HANDING
A. Take all- means necessary to protect all materials ofthis Section before, during, and after j-nstallations,
to protect all object designated to be retal-ned, andto protect the installed work of other trades. In theevent of damage to any of these items, immediately makeall repairs or replacements necessary to the approvalof the Owner's Represent.ative and at no additional costto the Owner.
B. 'I'ake all means necessary to conLrol dust and erosionon and near the work if caused by the Contractor'soperations during performance of the work of this SecLi-on
and if resulting from the condition in which theContractor }eaves the site.
C. Locat,e aII existing utillties (horizontally andvertically) traversing the project area and proLect
" them from damage.
:
2.0 PRODUCTS
3.0 EXECUTION
3.1 GENERAII
A. Prior to all work of this Section, becone thoroughly
familiar with all site conditions. In the event that
any discrepancies are found, immediately notify the
owner's representative in writing as to the nature
and extent of the differing conditions.
B. Do not allow or cause any of the work performed or
installed to be covered up or enclosed prior to all
required inspecti.ons, tests, approval. Should any of
the work be enclosed or covered up before it has been
approved, uncover a11 such work at no additional cost
to the Owner. After the work has been completely
inspected, tested, and approvedr make all repairs
necessary to resLore tl're work of other trades to thecondition in which it was found at the time of
uncovering, and at no additional cost to the Owner.
C. Carefully maintain and protect aIl benchmarks, monuments,
and other reference points; if disturbed or destroyed'
replaced as directed.
D. Erect and maintain such safeguards as reguired by
construction operations or existing conditions, for
the safety of persons or property and to protect same
from damage, injury or loss.
E. Shoring, sheeting piling and bracing sha1l be provided
to prevent caving, eroding, or gullying of sides of
excavations. The responsibility for the safe design
and execution of a1l shoring, sheet pillng and bracing
shall rest wiLh the Contractor
F. Protect and maintain all utilities that are to remain
on the property.
c. Conduct earthwork operations with full considerations
of proper and legal rights of owners and occupants of
adj acent properties. Avoid any interference with or
interruptlon of access to adjacent property. Provlde
appropriate protection measures necessary to avold
collapse and prevent damage to existing structures on
adJacent property.
3.2 GRADING
A
B.
Degree of flnish shall be reasonably smooth, compacted,free from I-rregular surface changes, with rounding attop and bottom of banks and other breaks in grade.Tolerances sha1l not exceed 2" above or below establishedsubgrade, with due allowance for topsoil and pavementdepths.
"Unsuitable" material shalI be removed from theexcavation and hauled away from the site. Afterbackfj.lling has been accomplished, the Contractor shallfurnish and place all soil reguired to do the roughgradlng to with 2" of the final subgrade. Soil miterial,whether existing on the job site or brought to the jobslte from other sources, shall be free of foreignelements, shall be stable in the presence of water,shall not be expansive in nature and shall be free ofelements (stone, rock) 6" or greater in diameter.
Landscaped areas shall be brought to within 4" belowfinish grade.
c.
D.All excess soi-l and all
and unsuitable material
and Iegally disposed of.
debris, trash, organic material
shall be removed from the site
3.3 CERTIFTCATION OF GRADING
3.4
The contractor shall retain a registered civil engineeror licensed land surveyor to certify that the general gradinghas been completed and that- the resulting grade elevationsare in substantial conformity to the Contract Documentsand the tolerances l-isted above.
EXCAVATING
There are areas on the site where unacceptable fill
may be identified by Ownerrs SoiI Engineer. Thismaterial is to be completely removed and replaced withapproved fill material properly compacted in accordancewith these Specifications as part of this Contract.
Because of the unknown soils conditions, lt may becomenecessary to make excavaLion deeper or shallor.rer than
shohrn on the Dra\,ring. This added or deleted work willbe adjusted on a Unit Price basis. The Contractor wlllbe reguired to furnish logs of material removed so thatthe flnal contract amount can be.determlned.
Where depressions result from, or have resulted fromr.
A.
B.
the removal of surface or subsurface obstructlons, opendepression to equipment working width and remove aIIdebris and soft material as directed bv the Soil
Engineer.
C. Backfill and compact all overexcavated areas as specifiedfor structural fi11.
D. Where excavated material is "suitablett for re-use, as
determined by the Ownert s Soil Engi-neer, such materialshall be deposited on site for use as backfill uponinstruction of Owner's SoiI Engineer. Unsuitablematerial and surplus excavated material shall beclassifled as t'waste" and removed from the site. Thedisposal of waste material, including location of dumpsand hauling, shalI be the Contractor's responsibility.
3.5 TRENCHING
' fi;";::i3l ;="11.:ili?:f,:i"il,'lf,l'.3;,:;:; ::"*l;nl'"""in open cut, through whatever materlal encountered.Pipe trenches shall be excavated to a minimum depthof 6 inches below the bottom of the pipe. All areas.- :l3il"i: :X:?;:;:: 'ilnll!n,"1.::ili'"1:"xlt:,:5'iitn,"
the limits of the work is considered unsuitable by thefnspector, such material shall be excavated below thegrade shown on the drarvings to a depth necessary toensure a stabl"e, firm foundation and refilled vrith1]-inch rock unifornrly graded to provide a firmfoundation. Then polyethylene (4 mils) shal1 beinstalled prior to normal bedding installation. AII
excavated materials whlch are considered unsuitableand any surplus of excavated material shall be disposedof by the contractor.
B. A11 existing asphalt or concrete surfacing shall becut vertically in a straight line as speclfied and
removed from the job site prior to starting the trenchingexeavation. This material shall not be used in anyfiII of backfill.
C. The trench shal] be excavated so that a clearanceof six inches is maintai.ned on each side ofthe pipe for proper placement and compactlon of thebedding or backfill material. The maxj-mum trench width
measured at the top of the pipe shall be the outsidediameter of pipe plus 12 lnches.
t
D.
E.
If the trench width exceeds the maxinum trench width,a stronger cLass pipe will be specified.
The trench shatl be adeguately supported and the safetyof workers provided for as required by the most recentstandards adopted by the Occupational Safety and HealthAct.
Trench excavati-on shall not arlvance more than 100 feetahead of pipe .l ayin<; and backf ill work.
Excavation for structures shall be of such dimensionas t.o aLlow for the proper installation and to permitthe construction of the necessary pipe connections.
Unless authorized in writing by the Engineer, theContractor shall at no time have over i 00 llnear feetof open excavation while in the street
The maximum open trench allowed over night shall be50 feet.
Open trench left over night shall be completeJ-ysurrounded by fencing approved by the Engineer.
G.
H.
F.
EXCESS WATER CONTROL
I.
J.
3.6
A.
c.
Do not place, spread, or roll and fillunfavorable weather conditlons. Do notuntil moisture content and fill densityto the Soil Engineer.
material during
resume operationare satisfactory
B. Provide berms or channels to prevent flooding ofsubgrade. Promptly remove all water collected indepressions.
Where soil has been softened or eroded by flooding orby placement during unfavorable weather, remone aiIdamaged areas and recompact as described for fiII andcompaction.
3.7 F'IELD QUALITY CONTROL
A. The Owner's Soil Engineer will conduct and controlon-site moisture density tests. Where tests indicatedthat the filr does not conform to the standard specified,the ftll material shall be either removed and replacedwith conforming material or addi.tlonar compactive effortshall be provided, without additional cost to the olrner.
t
I
ta'
i
B.
c.
observation by o\,vner's soil Englneer sharl be continuousduring the fiII and compacting operations so that hecan certify that the fill was made in accordance wlthSpecifications.
Seasonal Limits:
No fill material shall be placed, spread, or rolledwhlle it is frozen or thawing or during unfavorableweather condLtlons. When the work is process 1sinterrupted by heavy rain, fill operations shall notbe resuned until Owner's SoiI Engineer indicates thatthe moisture content and density of the previously placedfill are as specified.
Field density testing shall conform with ASTM testdeslgnatlon D-698-70.
Number and location of tests shall be at the optlonof the Soil Engineer.
Upon satisfactory completion of the work of this Section,the Soil Engineer will deliver a certificate ofcompliance to the Owner.
D.
E.
r.
:I
FISHE REECE & JOHNSON, ARCHITECTS, P.C.
JOHN D. REECE, A.I.A.
A. AUBREY SPENST, A.I.A.
G. FRED PETERSON, A.I.A.
o
R,
January 12, 1990
Gary Moran, Chief Buildj-ng Inspector
Town of Vail
75 S. Frontage noad
Vail, Colorado 81652
Re: Val1 Va11ey Medlcal Center
Parklng Struoture - eroJecE 267
Dear Gary:
It was a pleasure neeting with you and Mike McGee on Monday, the gth of Januaryto review the deslgn criteria for the construction of the parking Structure atVail Va1ley Medlcal Center.
As we discussedr we will naintain a four hour occupancy separation between theparking structure and the connection to the hospihl on *re west.
The basenent that wl11 be conslructed below the parklng leveLs wilI be fortraining and malntenance facilities for cllnlcai operation and therefore ahorizontal separatlon bethteen the basenen! and the parking structut€ w111 beone hour as requlred by Table 5 B of the Unlforn Building code. It is under_slood that in the future the south portlon of the exlsting buildlng could bedenolished and the parking structure ramp extended to the basenent area andadditional parklng facilities be provided to the south with three floors ofhospital funcllons constructed above.
The design of the parking structure will provide fresh air for ventilation ofthe lower levels fron the west elevatlon with exhaust faeilities on fhe levelsbelow grade on the east side for the appropriate air changes per hour. As wefurther discussed, in rieu of sprinkllng the rower levels of the parkingstructure for fire protection, we will provide dry stand pipes in the north andeast stalr with a Class 1 rat,ing for fighting fires in ihe parxlng structure.The connection to the hospital at the southwest corner of the parkhg structurewill have a cLass I stand pipe systen, that not only will serve the variousfloors of the parking structure area, 6ut will also be connected io the base-nent and al1ow for future connectlong to the south of the parking structure.
15OO SOUTH PEARL STREET DENVER. COLORADO 8O2IO (303) 777-0407
Hr. Garly Moran
January '12, 1990
A revlew of the existJ.npq portlons of the hospital that abutt the parking
structure, namely to tbe west and to the south, are presently sprinkJ.ed on thefirst floor. l{lth the construction of the parking structure, the second floorof these facllitles w111 be sprlnkled to provide firll sprinkler protectlon ofthe hospltal complex.
Our present schedure for the conpl.etlon of the deslgn ls to provide you with
Contract Docunents approxlnately the 14th of February for your revietr.
Thank you for your assistance and oooperatlon ln this natter.
Very truly youra,
cc:WMC - Dan Feeney
GF"t - Phll Harris
C-R - Don Rosier
Bierbach - Steve Bierbach
A. Aubr€y
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Chen-Northd , lnc.5080 Road 154rD
Glenwood Springs, Colorado 81601
303/94s-7458
Fax: 303/945-2363
aug;st T, lglg
Subject: Observation of Excavation,
Proposed Stairwell Addition,
4 and 5 Lines to
J and K Lines,
Vail Val1ey Medical Center,Vail, Colorado.
Job No. 4 434 89
Vail Valley Medical CenterALtn: Dan Feeney
181 West Meadow Drive
Vail C0 81657-5058
Gentlemen:
As requested, Chen-Norfhern, Inc., observed the footing excavations atthe subject site and Lested compactlon of the subgrade on July 12, 13 and 14,1989. Chen & Associales, fnc., (now known as Chen-Northern, Inc.) previously
conducted a subsoil study for the 1986 addition and reporLed their findings on
December 18, 1985, Job No. 4 413 85. The current addiLion adjoins the-1985addition on fhe north end.
At the time of our site visi.ts, the excavatlon area had been cut to
depths between about 3 to 5 1/2 feet beLow the adjacent ground surface. The
bottom of the foobings of the existing building were exposed in the excava-tlons. The soil-s exposed in the footing pad excavation areas appeared toconsist of naLural elayey sandy gravels with cobbles. The soils were verymoist due !o recent preci.pitatlon. There were aspen, planters and a canopy inthe area of the proposed improvements. Compaction tesLing of the solls at Lhepad locations is shown on the attached Daily Report No. 1 and indicates com-pacti.on to at least 100% of standard Proctor densily.
The recommended bearing capacity of footings placed on the natural soiLsis 6000 psf accordi.ng to the Chen 1985 report.- Cbnsidering the prior use ofthe siter we recommended to Gordon Towne of Bierbach Engineers that 4000 psfbe used for these footings. Accordingly, the design footing pad size was
enlarged from 3 1/2 feeL square to 4 feet square. Based on the conditions
observed and the additional recommendati.ons, the exposed solls should besuitable for support of the design loadings.
A sample of the backfill maberlal being compacted within the footing
areas was sampled and subjected to laboratory lesting in accordance with ASTMprocedures. The results of the testing are presented on Figs. 'l and 2.
Billings
Boise
Casper
Colorado Springs
Denver
Etko
Evanston
Gilletle
Glenwood Springs
Great Falls
Helena
Phoenix
Pocatello
Rock Springs
Salt Lake Caty
San Antonio
Tri Cities
Yakima
..,\
A member of the [HE] group ot companies
Vail Valley Medical Center
August 7, 1989
Page 2
If you have any questlonslet us know.
or if we can be of further assislance, please
Ver1A' truly yours,
CHEN-NoRTHERN, rNC.
,,# /.2_--u,__
Steven L. Pawlak, P.E.
SLP/ec
Attachmenfss
cc: Flsher Reece & Johnson Archltects
Bierbach Consulting Engineers, Inc.
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75 south trontage load
vall, colorado 81657
(303) 4792138
(303) 4792139
1989
oftice of community development
August L5,
1-.
2.
Mr. Dan FeeneyProject Managervail valley Medical Center
181 West Meadow Drive, Suite l_00VaiI, Colorado gL6S7
Re: vail Varrey Medical center expansion - summer 1-989 perrnit
Dear Dan,
Berow is a list of some minor concerns rerated to the perrnit for thehospital expansion:
on sheet A-3, there is mention of the deletion of a research laband storage area. r would appreciate it if you would explain inwriting tlrat there are no research labs for lny type of inirnaltesting within this project.
r am requesting a written statement frorn the vail varrey Medicalcenter Board which states that the vail valley Medical centershall not remonstrate against a special Development District forimprovernents on south-Frontage Rold. or west ueidow Drive. As youknow, this was a condition of approval from the Vail Town coun-cilat.their March 7, l9B9 ureeting. r think it would be good to getthis statement in writing from the Board.
r would appreciate it if you would provide a written statementthat the vail varley Medical center concurs that the relocatedaccess drive to the heli-pad will meet the following standards:
A. The driveway shall not exceed a 7t grade.
B. The driveway shalt allow for safe semi-truck access andloading for the post office.
c. The relocated driveway shalr not comprornise the existing cDoH
3.
permit for the heli-pad.
D. Any trees of shrubs effected by the access shall be relocatedin the same general area. Ttre rnature evergreens to betransplanted due to the new access drive sha1l be guaranteedto live for a period of three years or be repraced with treesof comparable size.
4. I would like to review the Doubletree agreement with you.
r also wanted to remind you again of the parking study which wasrequested by the Town Council in their final approval of theconditionar use pernit. rf you have any furttrer guestions about theparking study, please let me know. r realize you are very busy withthe actual construction of the hospital and ju-t wanted t-o rern-ind youof the need to work on this study.
The last issue is one r am sure you are werr aware of. r hope you planto discuss the issue of.the parking structure with the approirilte Townparties as soon as possible. once again, r want to reitllatl that trrevail valley Medical Center's desire to riceive a ternporary certificateof occupancy before the parking structure is ready for use must bereviewed.by the Pranning conmission and Town counlil. r wourd suggesEyou- submit your proposar as soon as possible to avoid any last rniiuceproblems.
r would also rike- to organize a meeting with the vail Nationar Bank,Doubretree, and the hospital to discuss the utility work and winterparking for the hospital . The staff needs to know where the 5o parkingspaces wirl be located. please let me know when you could gettogether.
rf you have any further guestions, please feel free to contact me at479-2L38. congratulations on getting your project underway! Thanksfor all your efforts to answer staff questions.
Sincerel
Itt I
Ef,.\t la lt tt\l\1 \) lw \
Senior P
KP: lr
cc: Peter Patten
Gary Murrain
Ray McMahan
VailValley ntrCenter LffiT#0F TRANTsMTTTTAL
181 West Meadow Drive
Vail, Colorado 81657
303-476-2451
TO Town of Vail - Conrmunity Development
75i- Erontaqe Road
Vail, CO 81657
OAIE JO!NO,
16 Julv 1990
Gar
Materials Testinq - Vail Vallev
l4edi cal Center
tr Plans D Samples
the following items:
D Specifications
p Materials Test Results/Certifications
WE ARE SENDING YOU E
tr Shop drawings
tr Copy of letter
Attached E Under separat€ cover via
O Prints
fl Change order
coPtEs OATE NO.DESCRIPTION
1ea Chen-Northern - Materials Test Results and 0bservation
Reports 7-7-89 thru 12-20-89
1pa Bierbach Consultino Enoineers - Field Observation Reoorts
7-21-89 thru. 11-30-89 (No.s 1 - 4)
1 Medical Gases - Certifications (6 oaqes)
1 Dover Elevators - Certification on Third Elevator (3 oaqes)
THESE ARE TRANSMITTED as checked
D For approval
8] For your use
n As requested
E For review and comment
tr FOR BIDS DUE
D Approved
! Approved
E Returned
as submitted
as noted
tor corrections
!
n
tr
Resubmit-copies for approval
Submit
-copies
lor distribution
Return-corrected prints
fl
l9 O PRINTS RETURNED AFTER LOAN TO US
REMARKS
1l anclorttfaa ara not .a nolad. kindly notilt ua
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t.tgl, D. JIFFEEI/n I r aN nEeQEl-
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REPORT NO.
Aus-, -2!-_, !?gZ_..
7:3O am
TEMPERATURE
DATE
rIHE
ril.Iir.: t-tB5f. RVf: l) :
l"lire. I of t-lis btj.vll rriin*ur c.rrtc; f or- l: lrer beam nortlr o{ "K" I ine was jn
plarer. l.h:i'r.r t,f tlrr: jr:irt or :, l.atr reirr.f or cing steel wag in placr: at the
t inr.' I I'r.rs "rt t ltr.' ri.i te. Sc.lnr* o{ the r,uppcrr t arrgles at the 3 rrj Floor
.r I t.il.rr..; "F" I i rrr-: wt.r'c irr lll.t(:€.r -
lJl'(.rrLl'-rl:' {,r.,;!ir..' r}t t llt} r.'>:ig,Ll lrt; t,olr.rrnrt bars cuupler'9 are or.tt of placec'n tlrL" Zt'ttJ ..rtttJ .lril l-:l uur t-lre n€iw Lolr.rnrnsi wil I lrave to be made larger to
q 1v€] llr !rllr-:r' Cc)ftLrettl COver'.
llte |(.'lti*L]rcittq trlrir ir exterrds tfrrouglr the collrmn at "l("-"8" at thelinii F Ior:rr ri,as i.n pIace'.
'l frc'r e i:, ;r tJ.i f { j.ctrl ty t-lett ing ther tubLrr, {or thGr shor:ng through thecolurnrrs. ;rt t lre l? b.er' r;ulu,nnb. It appear-s some o{ the lrars will have tor.;(} l ltrcrtrqh tlt€' tubL.r,.
OFJSERVT.H; 6rrr dc.ri'r -l owna' P. E .
F- I -E8 H{LqT! - f;t INSUL'I. I N!i- ENA I NEEES-. I NC -..\
.!!lE. llll,. :.'r :io
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..1 trFr r.,,r r I Y;, 1 l!?:/ t_lq:'rttl.!i!t:_g{q1 -l.tL.rll..
CONf Ril[: lllll [i. .!:.,--rlcrl-tttge!.t !:9]1Flr!J!.!1ott.-Cp:..-._.._-_
!illPHHlNTt Nl)EN l- .Ie!.!._._!..llFlrteg;._ ..
t^,(11{1,. OB$i.llVl:t) :
REPORT NO.
DAIE QcJ... - 4.r...1989
TII'4E Zi1!,1 am __
TEMPERATI,JRE
'l hr:. r'e.lrr{orcirrq {or tlre .ird Floor pour was partially irr place. The
.1 r'r r r-.,t to;r b;rr s wLare bl,i rt13 plAr.r,r! crnd ttte ::lab rein*orcil-rg bars were yet
i: t) iri4 t,;l.ir ti:rtl . i.fre tfrrcrr.rqh t lter cc: I r.rmn reiin{orcing .rt cr:ll r,rmn "F"-r'9" was
i rr 1r I sr. tr.
lit tltn: i:r{ l-he :'enl f tlr.r I I inq arrclrors and ., 1l-thread rod sril I needed
l.o trer itrstal I ecJ ;rl orrrl t'lrr: "F" I irre. llre othe,r wcirl< and the reinf orcing
t.lur t rrcr t. ii-r pl aue looled qocrtJ.
LIBSE fI Vt: R : [:p r C lll . L e!.rJ.t g:._8 ._E_r._.*-._-__.
BSHEh, ,.,. . - .. ,, rrtlSON,
ARCHIIECIS, P.C.
UflNllrlnt:1'tJR F,. h._.,lr?!tt!rrol illltr:,trrrc-tron Co.
!1.11:!!Hng!l l;QNsur-t ! N9- _ E!!G I NEEBS _.INg -
..\
.l{lB Nro.'-? l .1(,RF:PORT NO.
F I t: l.t) l.lH::iF-RVA I I ON REPIIRT
.l ( iFJ \1._r.r.l . V..t I | {':J.. !!g)rrl! t !.;r 1... StltJ -i ! : -qrtt DATF- Og:_!.-_3O, -! 989
TIME !1!i1 am _
Lit|PFRII.Jlt-NDl:NT .lar:k I l!!iirn+:, TEMPERAITJRE
hl(.lRr.,: ( itJt'ii..itvF- D :
I ]re rr.' jn.f circ rrrr,; lttr t.trc. lst porrr. cl{
1;l.rt u r-r i t.l'r t lrr: r-'xcept.r crr rlf a lrttlc. of the
tJ.r', :.lt|.rr t d l.r.er t r.rgt and tl(]f . al'l(J trotlr o{
ll,.rr ... r rr Llrrt lrr r I .
I .r*,.1.. t+rl t lrt'r gt.reerl 1:l.rr r,r tcr put a crrrtairi .clf tl5's ,:t 12" each wayirr thr.. r.rr,..,.t ?,rcG.i .i i 4J'.a5 r.r r th ?-ll5's at tht: Lop. Also I asketj to have
she.rr irrl',.ir pr.rt jn t lrt:, .-t:uth Ernd r:{ tlte 4JZ joist and in the north endol 4'lL "lt:i:t. ' ti r., t.- i tre shr.ar rnL':rtr that w.rs l-reld or.rt of the 3rrl Floorjr:r'ist ::.,1 /,t}r9. I l, iirrcl l?.
I cal IErl .Iack ,rdtr.r I got tr;rck arrd had hirn add l-{lSx1o'-o" in the
t Llp of t: hrf tlJl! .t cr.r st at the soui.h ernd. '[ he trar is to be centered over
l. lle' G.,ncJ rri t. frc.. joir,t p.rrr.
(JESh R VE R : {iSf C_o t:t -..1- !ttr_! ! E-_P., E-:._.-__.-
the Future 4th Floor was in
slab reinf r.rrcinq. Joist 4Jl5
t he. 4JZZ joist were shlrrt ?
I r,r.rr.!, ,.L;,-r,; u JOriliSONt
ARCHITECTS, P-C.
BIERBACII CONAULTING ENGINEERS TNC.
,JOB NO . 2l_3 0 REPORT NO...\
FIELD OBSERVATION REPORT
JOB Vail valley Hospital addition DATE
CONTRACTOR G. E. Johnson Construction Co. TfME
Nov. 30,1-989
8!30 am
SUPERINTENDENT
WORK OBSERVED:
Jack Thonas TEMPERATURE
The reinforcing for the 2nd pour at the Future 4th Floor was inp1acel however some of the reinforcing still needed to be tied andchaired. Some hooked bars needed to be placed in the bottom of bean 4836extending into beam 4B3.At the south wall of stair ncr on line nJil #4 Lenton From Savers
needed to be added at l2trcenters vertically. The ends will have to behooked just above the top of the concrete wa1l. The top of the Lentonshourd be frush with the floor. 4-#5ts needed to be placed in the bottonof the landing west of the hatch opening and 3-#5rs in the bottorn on thesouth side of the hatch opening. -trirn bars also needed to be added onthe north, west, and south side of the hatch opening at the top of theslab.
A curtain of #4ts of #Srs needed to be placed in the east face ofbean 4839 north of grid rrKt'.
The northern most 4JL1 needs 2-#5 corner bars in the top at theeast end. Joist 4Jl-3 needed rnesh at each end, joist 4J10 needed mesh atthe east end, and joist 4J9 needed mesh at each end.
OBSEITVER: Gordon Towne p.E.
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a
VAIL VALLEY }IEDICAL CEI{TER
ADDITIONS & ALTERATIONS
VAIL, COLORADO
GEJCC 8903
July 24, 1989
Phll Harris, GE Johnson Construction Company
Dan Feeney Vai] Va] ]ey Medical Center
Brenda Harper Vail Valley Medical CenterSklp Spenst Fisher, Reece & JohnsonPhil Harrls GE Johnson Construction Company
Jack Thomas GE Johnson Construction CompanyJeff l{iederaenders GE Johnson Construction Company
EEJOHITiON
CONSTRUCTION COMPANY
PROJECT:
JOB NO.:
DATE:
PREPARED BY:
PERSONS ATTENDING:
SEHEDUlE
Setting up for ba'l last removal at
scheduled for t{ednesday. Bierbach
Opened several column connections.
cleaned up.
30 ton crane will be on the Job today.
GENERAL DISCUSSION
No. Date Descri otion
1) 07/10/89 Can slab forms be stripped earller than fourteen (14) days, ifstrength requirements are met?07/17/89 Submit form design drawings for review by Structural Engineer.
ACTION: GEJCC
2) 07/10/89 Pouring sequence and construction Joints at slabs need to besubmitted for approval.
ACTION: GEJCC
3) 07/10/89 coordination drawings are required as soon as possible, per
Sections 1S010, paragraph 1.09, and 16010, paragraph 1.0S.
ACTION: WRAY/RIVIERA
P O Box 2139
(irrcxado Sprnes. Cclorado 80901
r.iepnone (/ 1.9),173-5321
:10 S. Fourteenth Street E09O4
roof. Form'ing grade beam at Stair C. pourwill be scheduled for Tuesday afternoon.
Courtyard work is complete and- being
.r
- t '.'.
QEXEBAL DIS9US€IAI (conti nued)
No. Date Description
4) 07/10/89 A better breakdown of simplex estimate is required. submitmaterial and 'labor for each syst€m devjce.
ACTION: RIVIERA
5) 07/10/89 Coordinat'ion meetlng with Town of Vail officials and majorsubcontractors wilI be held T/24/99 at 10:30 AM.
ACTION: RESOLVED
6) 07/17/89 Where mechanica'l equlpment can be standardized, mechanicalcontractor needs to do so or submit cost to make equipment the
same as existing.
ACTION: RESOLVED
7) 07/17/89 Resubmit mix design on Lab 'letterhead for 3000 psl and highearly mi xes.
ACTION: B & B
8) 07/17/89 send sub and supplier dlrectory to ob,ner and Architect.
ACTION: RESOLVED
9) 07/24/89 One (1) column connector does not have coils and di'rection is
needed.
ACTION: FRJ
10) 07/24/89 Remodel work on second floor needs to be delayed unti'l afterskl season. As much rough-in work as possib'le can be done,
Rooms 2046 and 2015 are involved.
ACTION: GEJCC
11) o7/24/sg A "No smoking" policy will be required in alI remodel areasand during fl n.l sh stages of new interjor work.
ACTION: GEJCC/ALL SUBS
Week'ly Coordlnation Meeting l'linutes f3July 24, 1989
Page Two
VAIL VALLEY MEDICAL CENTER
ADDITIONS & ALTERATIONS
VAIL, COLORADo
12)07/24/89 If asbestos shingles are removed without cutting or breaking,
GEJCC will remove and have colorado Vintage come in to removematerial from the Job and dispose. Colorado Vlntage wil.lprovide an air mon.ltor. Intake fans may have to be shut down.
ACTION: GEJCC
07/24/89 Fire sprinkJer drawings need to be approved by rso and cator
Ruma before submitting to Town of Vail.
ACTION: NOTHHAFT/GEJCC
13)
Weekly Coordination Meeti ng MinutesJuiy 24, 1989
Page Three
GENEEAL0$0USSIAN ( cont i nued )
No.
Attendees:
VAIL VALLEY MEDICAL CENTER
ADDITIONS & ALTERATIONS
VAIL, COLORADO
s3
Date Descrlotion
MEETING BETI{EEN TOWN OF VAIL OFFICIALS & SUBCONTRACTORS
MoNDAY, JULY 24, 1989
10 : 30 Al.l
Ed Kemerl ing
John Alllson
Don Chaney
Michael McGee
Sk'i p Spenst
Phi I Harris
Jack Thomas
Jeff f{iederaenders
Dale Young
Chuck Dunlap
Harold Nothhaft
Hector Hinejos
Ken Rogers
Gary Murrain
Dan Feeney
Brenda Haroer
Casey Bul lock
Chris Cook
Kurt Vogelman
Jerry Devl in
Matt Dev l 'l n
Airway, Inc.
Delta Drywall, Inc.
De]ta Drywall, Inc.Fire Marshal
Fisher, Reece & Johnson
GE Johnson Construction Company
GE Johnson Construction Company
GE Johnson Construction Company
GE Johnson Construction Company
Gump Glass
Nothhaft & Son, Inc.
Riviera Electric, Inc.
Riviera Electric, Inc.
Town of Vai l
Vai'l Val ley Medical Center
VaiI Valley Medical Ceriter
Vogelman West Associates
Vogelman t{est Associates
Voge'lman West Associates
Wray Plumbing & Heat'lng
Wray Plumbing & Heating
1) 07/24/8s
2) 07/24/8e
Dan Feeney said that work starts at 7AM and loud no.ise workshould be done 8AM and after. Outages must be coordinatedvl'lth VVMC. Deliveries are to be made at the west end of thehospital, which 'is the same area as patience and ambulanceaccess. V\4,lC must be not.ifled in advance if these areas areto be closed off. Rich Meyers is the parklng lot attendant.
WMC will not al 'low worker parking onsite. Offsite parking isone-half block away at Lions Head structure.
Phil Harris noted that hard hats must be worn for safetyreasons, no soft shoes will be allowed, etc. Subcontractors
and all GEJCC personnel must abide by this stipulation. Extraprecautions. as to noise and care of equipment and avoidance ofbelng a nuisance to WMC people and patients must be taken.Project poses coordination prob'lems.
No.
3)
Weekly Coordination Meetlng Minutes S3
JuIy 24, 1989
Page Four
AEIEBAL DISQUS$IoN (cont i nued)
VAIL VALLEY MEDICAL CENTER
ADDITIONS & ALTERATIONS
VAIL, COLORADO
Date Descriotion
07/24/89 Jack rhomas said that dellveries shou]d be done as soon aspossible during the day as the W.lC gets busier as the dayprogresses. The hours of operation are 7AM to 4:30pM.
Faci'l jties inside WMC are not for construction use; exteriortoilets are to be used. parking is located on the other sideof the ice arena. Jack stated that safety meetings are on
Mondays at 12:30pM, after lunch. Foremen's meetings are 9AMon Tuesdays. 40' trailers are very difficult to move .in andout of the lot. Contact Jack ahead of time. Contact Jackalso before any truck comes as there may be others in the way.
07/24/89 Dan Feeney lndicated that the stairway can be used foraccess. Parking at Lions Head is $4/day in the wintertime.
Other off-town parking lots are free with shuttte.
07/24/89 Phil said that project management meetings will be held on
Mondays at gAM.
07/24/89 Gary Murrain announced that all subs must be licensed unlessthey are licensed w.ith the Town of Vai 'l . Constructjon overthe occupied space will be c'losely overseen. An abtion planfor evacuation of the hosp.ita'l is needed. The safety of thepeople in the hospital is of first concern. The s.ite must bemaintained, kept c]ean, with overhead protection and walkways.
07/24/89 Mike McGee said that when using temporary heat, propane willnot be al'lowed inside the structure. Natural gas is provided;it has been used ln this area quite wel'l before. Same-dayinspection service .is not available. In response to aquestion by Riviera regarding the fire alarm system as-bui'lts,
Mike stated that as-bu.i lts must be presented to the Fire
Department prior to test.i ng.
07/24/89 Gary Murrain said that 24-hour not.ice is needed forinspections. Monday, l{ednesday and Fr.iday are inspection days.
07/24/89 Mike McGee specified that smoke detectors and fire alarms mustbe protected at the exlstlng bui'ldjng so false alarms are notset.
O7/24/Sg Gary Murrain pointed out that buses as well as emergencyvehicles geue! be held up.
4)
5)
6)
7)
8)
e)
10)
l{eekly coordinatlon Meet'ing Minutes s3 vArL vALLEy MEDI0AL CENTERJuly 24, 1989 ADDITIONS & ALTERATIONSPage Five VAIL, coLoRADo
GENEBAI-0I9CUSSI9X ( cont i nued )
No. Date Descr'lption
11) 07/24/s9 Gary Murrain noted that HVAC and plumbing lnspectlons will behandled by the Town of Vail w.ith one-dayts notice, five daysper week.
12) 07/24/89 M'l ke McGee said that a speciaf inspector will be used formedical gasses.
13) 07/24/89 According to Gary Murrain, Town of Vail inspectors will be]ook'i ng at ratios for electrlc and prumbing. One journeyman
and one apprentice, etc.
slg[Ilrals
The following subm'ittals have been transmitted to the Architect and arecurrently outstanding:
ITEM SUB OATE DESCRIPTION
w5 07/17/89 conresco - Drawing R-3: stair c and columns to roof ,second Iift columns, bending detaiI specifjcat{ons.
The next meetlng v1l1 be held Tuesday, July 31, i999, at 9:00 AM.
If this is not a true and accurate ref'lection of the meeting minutes, pleasecontact GE Johnson Construction Company's main office in writing within two(2) days of recelpt.
DISTRIBUTION:
AI'l Attendees
Nothhaft & Son, Inc.
Riviera Electric, Inc.
Wray Plumbing & Heating
9004n/1svt/8903.07c
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75 south fronlage road
vail. colorado 81657
(3Cl) 479'2138
(303) 479'2139
April 20, L990
Plan Review Notes:
VaiI Valley !{edical Center
Parking Structure
L81 West Meadow Drive
office of community development
Contractor: G.E. Johnson
Perrnit # lzes
Building Type II-FR
Plan review based on 1985 editions of U.B.C.,
1987 edition of N.E.C..
U.P.C., U.M.C. and
The following list of iterns are deficient in rneeting the minimurn
code reguirernents adopted by the Tovtn of Vail. Please Subnit
revisions and corrections for approval prior to construction in
these areas.
L.) Mechanical ventilation exhaust system for closed parking
garages (U.B.c. sec. 705) in insufficient in its design.
Current design: 3 fans e 4750 cfn = L4250 cfrn
based on 8800 sq.ft.
Required design: 3 fans € L5,200 cfm = 45600 cfn
based on 30,200 sq.ft.
2. ) Second Exit out of Lowest level of parking garage is over
l-5Or travel distance. Provide passage to stair tower
c-L to rneet ninirnum requirernents for U.B.C. sec. 3303 d.
3.) Provide details on stai:lray identification per U.B.c.
sec. 3305 q.
VaiI Valley Medical Center
Parking Structure
4.) Stair guardrail\handrail details do not meet mininumcode requirements. U.B.C. sec. l.ZlL reguires openingsnot to be larger than 6rr in any one direction. Detailson palte A-9 show 7-l/8n.
5.) Provide stair barrier for stairway c-t and c-2 as reguiredby U.B.C. sec. 3306 h.
6. ) Elevator hoistway vent opening appears to vent through theelevator rnachine room. This is not allowed per U.B.C.sec. 5105. In addition provide a fire darnper L-L/2 t,.r.for shaft wa11 penetration. Provide and submit detailson this issue.
7.1 Fire Alarn pending Fire Department approval .
8.) Fire sprinkler system pending Fire Department approval .
9. ) owner to provide Special Inspections as required by U.B.C.sec. 306. Subnit schedule of Special Inspections for
approval .
10.) Location of drainage pipe frorn parking structure to creekto be deterrnined on site with Dan Feeney and T.O.V. staffbefore pipe is installed. Dan Feeney is responsible forcontacting Kristan Pritz to review pipe location. Willowsmust be preserved along creek.
11.) South-east corner Site stair to Vail National Bank parkingIot is to rernain or be rebuilt with the addition ofsidewalk extending south along hospital access drive.Verify sidewalk location and design with T.O.V. staffbefore construction.
L2.) Precast concrete pipe exhaust ducts are to have a topfinish grade of 12tr above finish grade.
13. ) Add one parking space between existing anbulance buildingand new parking structure.
J.4.) Angle parking lines opposite direction in Double Treeeast Parking 1ot.
Vail Valley Medical Center
Parking Stnrcture
15.) Provide d.rainage of top 1evel parking Etructure to sand,and o11 trap. Area between grid line H to c & 2 to 4.
16.) The parking Etructure shall be constructed as approvedby the DRB.
If there are any questions concerning these issues or other itemsplease feel free to caII.
Joe Norris
Plans Exaniner
Town of VaLl