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To: '(owot rF vor, - ,^r- L\ALti€ o^tis PROJECT NUMBER:
ADDRESS:PROJECT: yu",, p
SUBMITTAL NUMBER:
DATE:
pptrpaPtrn av.
We transmit to you hdrewith the following items:
tr Shop Dzl'ings
0 Copy oflcn:r
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D Mill Ccnificatcs
EACH STAMPED COPIES OF THE ASOVE ITEMS
0 Brochurc(s)
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WINGNO.
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DATE RETLTRNED REQUESTED:
REMARKS:
@t V+ tU, r-a,c\r iF pu lnaa,tc t-1 qols-ias or qecd.'a{olneirt oa, eoluol bal,jts.
THE AAOVE TTEMS ARE TRANSMITTED IO YOU:
O FOR YOUR APPROVAL
O APPROVED
o llllgvED as NoTEo, SUBJECT TO COMPLTANCE wtTH REOUTREMENTSAND ANY XOTAITONS OR INDICATED
O REVISE ATID RESUBMIT MAXING ALL GORRECTION NOTEO
O DISAPPROVED. REVISE AND RESUSMII PROMPTLY
O FOR YOUR PRICING AND COSI BREAXDOWN
X FoR YouR FrLEs ANDioR REFERENcE
D FOR YOUR REVIEWCLARIFTCATION ANO REMARKS
By:
f"ry,
hdn
Barry J Monroe.
HCBECK, LTD.
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SUB /IISSION
OF
FLeAtfnnmITY &
FLAPTN SPREAD
TEST REPORTS
WA/TC PHASE T
EXPAA T@AT
TO: TOptAr OF VAIL
VATL FTNN DEPT"
O TABEL IF COIVTHNTS:
.N" EXTTRTOR COAWIVG
2" SFilIVGLES
3. EMAATSTON JOTNTS
4. CARPET5, VCT
6, PATIVT
O 7" WALLCOWRTIVC8, STUCCO
9" CLASS BLOCK
trO. FLOOR f{ATCfffiS
Ln" LINOLELI /[ FfOOn
A" SfffiET WNYL CETLTNG
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ICBO Evaluation Service, Inc.
5360 WORKMAN MILL ROAD .
A subsidiarv corporation of the
EVALUATION REPORT
Copyright o 2000 ICBO Evaluation Service, Inc,
Accrediled by lhe
American Nalional Slandards Inslilule
WHITTIER, CALIFORNIA 90601 -2299
International Conference of Building Officials
ER-3804
Reissued November 1, 2000
Filing Category: EXTERIOR COATINGS (060)
STO ONE.COAT STUCCO SYSTEM
STO CORP.
38(]O CAMP CREEK PARKWAY
BUILDING 1400, SUITE 120
ATLANTA, GEORGIA 30331
1.0 SUBJECT
STO One-coat Stucco System.
2.0 DESCRIPTION
2.1 General:
The STO One-coat Stucco System is a proprietary mixture of
porlland cement, sand, chopped fibers, water and proprietary
lngredients reinforced with wire fabric or metal lath and
applied to substrates of expanded polyslyrene (EPS) insula-
tion board, gypsum sheathing, fiberboard or plywood. The
system is installed on exteriorwalls ofwood orsteelstud con-
struction.
2.2 Materials:
2.2.1 Fiber Reinforced Stucco System: The factory-pre-
parcd conccntrate is a mixture ofType I or ll portland cement
complying with ASTM C 150-94, Type E glass fibers and pro-
prietary additives. The concenlrate mixture is packaged in
80-pound bags. Five to sevengallons ofwaterand 180 to 200
pounds ofsand are added to each bag in lhe field in proportion
to the bag weight and mixed in accordance with the manufac-
turer's recommendations. A premix, containing sand in addi-
tion to the ingredienls specified for lhe concentrate, is avail-
able ln 80- or 1oo-pound bags. Forthe 8o-pound premix, 1 to
1rl2 qallons of water are added in the field, and for the
106-iound premix,2 to 21l2 gallons of water are added in the
field. Color and bonding adhesives are added in the field in ac-
cordance with the manufaclurer's instructions.
2.2.2 Sand: Must be clean and free from deleterious
amounts of loam, clay, silt, soluble salts .and organic matter.
Sampling and testing must comply with ASTM C 144. Sand
must be graded within the following limits:
for horizontal joints. See Figure 1 for joint detail. All boards
must be recognized in an evaluation report issued by |CEO
ES or lhe National Evaluation Service. See Section 2.7 for
board identification.
2.2.4 Lathi
2.2.4.1 Wll,eFabric Lath: Minimum No.20 gage, 1-inchgaF
vanized steel woven-wire fabric. Lalh must be self-furred or
furred when applied over all substrates except unbacked
polystyrene board. Self-furring lalh for coatings must comply
with the following requirements:
1. The maximum total coating thickness is 1/2 inch.
2. Furring crimps must be provided at maximum 6-inch inter-
vals each way. The crimps must fur the body of lath
1/s inch minimum from the substrate after installation.
2.?.4.? Metal Lath: Complies with Table 25-B of the code.
Furring and selfjurring requirements are as set forth lor wire
fabric lath.
2.2.5 Gypsum Sheathing Board: \ '/3ter-resistant core gyp
sum sheathing complying with ASTM C 79.
2.2.6 Fiberboard: ivlinimum ri2-inch{hick asphalt-impreg-
nated fiberboard complying with ANSyAHI A 194.1 as a regu-
lar density sheathing.
2.2.7 Plywood: Minimum 5/16-inch-thick plywood with exte-
rior glue for studs spaced 16 inches on center and minimum
3/8-inch-thick plywood with exterior glue for sluds spaced 24
inches on cenler. Plywood complies with UBC Standard 23-2.
2.2.8 Caulking: Acrylic latex caulking material complying
with ASTM C 834.
2.2.9 Weather-resistive Barrier: N/inimum Grade D kraft
building paper complying with UBC Standard 14-1 or as-
phalt-saturated rag felt complying with Underwrilers Labora-
tories Standard Specification 55-A. The weather-resistive
barrier is required over all substrates except for EPS board
where the barrier may be behind the board. Application ofthe
barrier complies with Section 1402.1 oI the code. When
applied over any wood-based sheathing, the barrier must be
a minimum two layers of Grade D building paper as set forlh
in Section 2506.4 of the code. An alternative to two layers of
Grade D building paper is as follows: One layer of Grade D
building paper with a 60-minute water-resistance rating, plus
one layerofEPS or XEPS. The EPS oTXEPS must have hori-
zontal tongue-and-groove edges meeting lhe requirements
noted in Figure 1 .
2.2.10 Fibers: The fiberglass slrands are Type E, approxi-
mately 1/2 inch long, for short-term benefils during initial cur-
ing.
2.2.11 Admixtures: Proprietary ingredients added to rm-
prove quality of the coating.
RETAINED ON U,S. STANDARD SIEVE
PERCENT RETAINEO BY WEIGHT
a 2 PERCENT
Min.
No. 4
No. 8
No. 16
No. 30
No. 50
No. 100
0
t0
30
10
95
u
t0
40
65
90
r00
2.2.3 Insulation Board: Expanded, polystyrene (EPS) insu-
lation board has a nominaldensity of '1.5 pound percubicfoot,
a Class I flame-spread classification and a smoke-density rat
ing not exceeding 450. Unbacked boards are 1 to 11/2 inch
thick and have Vs-inch-high tongues with compalible grooves
Eta u lion rlorlr.)f ICBO Evaluution Se
ir b.rscl. Erdualio rep
lion far uso oflhe subjecl rcpotl,
This repo is basetl upof indepe lent lestso
t! r;ulb atrtl/or other.tak., bti loes rro( lros
ot i tlrliel,$to utty'
Page 1 of 6
ER-3804Page 2 of 6
2.2.12 Miscellaneous: All trim. screeds and corner tein-
forcement must be galvanized steel or approved plastic.
2.3 lnstallation:
2.3.1 General: The exlerior cementitious coaling is applied
by hand troweling or machine spraying in one or two coats lo
a minimum 3/6-inch thickness. The lath must be embedded in
the minimum coating thickness and therefore cannot be ex-
posed. The finish coat,,if required, must be applied per STO
lndustries, instructions. Fasteners for lath must penetrate 1
inch minimum into wood studs. Flashing, corner reinforce-
ment, metal trim and weep screeds must be installed as
shown in attached details. See Figure 3.
The coating is applied at ambient air temperatures ranging
from 35'F to 120"F by applicators approved by STO Indus-
tries. The weather-resistive barrier must be applied as set
forth in Section 2.2.9. An installation card, as noled in Figure
2, must be on the jobsite with the name of the applicaltor and
the product to be used before any weather-resistive barrieror
exterior sheathing is installed. Also, see Seclion 4.6 ofthis re-
port.
2.3.2 Application Over Open Framing: The wealher-iesis-
tive barrier is placed over open wood studs spaced 24 inches
on cenier, maxrmum.
The EPS board described in Section 2.2.3 is lhen placed
horizontally with tongues faced upward and is temporarily
held in place with galvanized staples or rooling nails. Vertical
butt joints must be staggered a minimum of one stud space
from adjacent courses and occur directly over studs.
The lath is then applied tightly over the polystyrene board
and fastened through the board to wood studs with No. 11
gage galvanized roofing nails or No. 16 gage galvanized sta-
ples spaced 6 inches on center with a minimum f -incir pene-
tration. Staples must have a minimum crown width of r/g inch.
Stapling is permitted only in Group ll wood species. Care
must be taken to avoid overdriving fasteners. The lath is
applied with 11/2-inch end and side laps.
Application to minimum No. 18 gage (0.0478 inch) steel gal-
vanized studs, is similar except that No. 8 self-tapping screws
are installed at 8 inches on center. Screws musl penetrate
studs and track at leasl l/a inch. Steel stud spacing is 16 in-
ches on center maximum.
Wall bracing in accordance with Section 2326.1 1 .3 of the
code or acceptable alternate is required. Outside wallcorners
and parapel comers are covered with extra metal corner rein-
forcement. Weep screeds are installed at the bottom of the
wall in accordance with Section 2506.5 of the code. Galva-
nized steel 13/s-inch J-shaped trim pieces are installed at oth-
er areas where foam is exposed. At windows and doors, butt-
ing J-trim metal edges must be caulked. Holes for hose bibbs,
electrical panels and other penelrations of substrate surfaces
except those caused by fasteners must also be caulked. The
coating is applied after caulking as described in Section 2.3.1
2.3.3 Application Over Solid Backing:
2.3.3.1 Fiberboard: Minimum 1/2-inch-thick fiberboard
sheathing is installed directly over wood or minimum No. 20
gage (0.0359 inch) steel studs spaced 24 inches on cenler,
maximum. The fiberboard is temporarily held in place with
corrosion-resistant staples, roofing nails. or self-tapping
screws. A weather-resistive barrier of two layers of buiiding
paper is applied over the flberboard prior to lalh or optional in-
sulalion board. The lath is then attached to studs through the
sheathing with fasteners and spacings as described for insu-
lation board in Section 2.3.2 of this report or Table 23-l-O of
lhe code, whichever is more restrictive. All walls must be
braced in accordance with the code. Exposed sheathing
edges are protected with screeds. Holes in the substrate sur-
face are caulked and the coating applied as described in Sec-
tion 2.3.1.
2.3.3.2 Gypsum Shealhing: Minimum 1/2-inch-lhick, wa-
ter-resistant core gypsum sheathing may be installed direclly
on wood or minimum No. 20 (0.0359 inch) gage steel studs
in a manner similar to fiberboard- Gypsum shealhing is fas-
tened in accordance with Table 25-G of lhe code. A weath-
er-resistive barrier is required over the gypsum shealhing
orior to installation of the metal lath and coaling as described
in Section 2 3.2. Minimum 1/2-inch-thick EPS insulalion board
may be installed over the barier prior to the lath and coating.
2.3.3.3 Plywood: Plywood is applied directly lo wood or
minimum No. 20 gage (0.0359 inch) steel studs under condi-
tion set forth in Section 2.2.7 of this report and Table 23-l-N-1
of the code. The.weather-resistive barrier, wire fabric lath and
coating are applied as described for fiberboard. Minimum
1/2-inch-thick EPS insulation board may be installed over the
barrier orior to the lath and coatin9
2.4 One-hour Fire-resistive Assembly:
2.4.1 First AssemblY:
2.4.1.'l Interior Face: One layer ol s/8-inch-lhrck Type X
ovosum wallboard, water'resistant backerboard or veneer
Sise is applied parallel or at right angles lo the inler,or face
of 2 by 4 wood studs spaced 24 inches on center maxlmum.
The wallboard is attached with 6d coated nails 17/s-inches
long with a 1/4-inch-diameter head, at 7 inches on center to
studs, plates and blocking. All wallboard ioints musl be
backed with minimum 2-by-4 wood framing, taped and
treated with joint compound. Fastener heads musl also be
trealed with joint comPound.
2.4.1.2 Exterior Face: One layer of minimum s/s-inch-tnick
Type X water-resistani co(e ltcated gypsur I t sheallrir)g 48 itr-
ches wide is applied parallel to sluds wilh No. 11-gage galva-
nized roofing nails 13/4 inches long with /,116-rnch' or
1/2-inch-diameter heads at 4 inches on center at board edges
and 7 inches on center at intermediate studs. The sheathing
is nailed to too and bottom olates at 7 inches on center A
weather-resistive barrier is required over the sheathing. The
lath and wallcoating are then applied as described in Section
2.3.3.2.
2.4.2 Second Assembly:
2.4.2.1 Interior Face: One layer of 5/s-inch-lhick U S
Gypsum Company, FIRECOOE C' gypsum wallboard is
applied vertically to the interior [ace of the wood studs spaced
16 inches on center maximum. The wallboard is attached with
No. 13 gage galvanized parker nails. 1s/s inches long and 8
inches on center to sluds. plates and blocking. All v/allboard
joinis must be backed with minimum 2 by 4 wood framinq
taped and treated with joint compound. Fastener heads musl
also be ireated with joint compound. Three-and-one-half'
inch-thick R-11 paper-faced mineral fiber (1.45 pci density)
batt insulation is installed in the wall cavily. The maxin.run.r
stud height is 8 feet.
2.4.2-2 Exteior Face: Building paper, EPS board galva-
nized wire mesh and the STO One-Coat stucco mixture rs
applied as described in Sections 2.3 .1 and2.3.2, excepl lhai
the foam insulation is attached lo the wood studs wilh No. 1'l
gage galvanized roofing nails with 3/s-inch-d iameter head ar
8 inches on center along edges and studs.
2.4.3 Third Assembly:
2-4.3.1 Interior Face: One layer of 1/2-tnch U.S. Gypsunr
Company FIRECODE C gypsum wallboard is applred vertr-
cally to lhe interior face of2 by 4 wood studs spaced 16 inches
on center maximum. The wallboard is attached vvrth galva'
nized parker nails 11/2 inches long with a 0.1 2-inch shank dr-
ameter and a 1/2-inch head diameter, at 8 inches on cenler to
studs, plates and blocking. All wallboard iornts nlusl be
backed with wood framinq, taped and treated. along with the
Fastener heads, with ioint compound Three-and-one-half-
inch-ltrick R-1 1 0aper-faced nonlinal 1 .45 pcf denstly mineral
Page 3 of 6 ER-3804
fiber or 0.6 pcf density liberglass batt insulation is inslalled in
the wall cavity.
2.4.3.2 Exterior Face: One layer of 1/2-inch water-resistant
core regular gypsum shealhing is applied parallel to studs
with No. 13 gage galvanized parker nails, 11/2 inches long
with 0.30-anch-diameter head at 8 inches on center along all
board edges and to studs. A weather-resistive barrier is re-
quired over the sheathing. The wire fabric lath and wall ooal-
ing are then applied as described in Section 2.3.3.2.
2.5 Noncombustible Construction:
The stucco system may be installed on exteriorwalls required
lo be noncombustible construction as noted in Sections 2.5.1
lhrough 2.5.7.
2.5.1 Interior Finish: One layer ot 5/s-rnch-thick Type X gyp-
sum wallboard complying with ASTM C 36 is applied verlically
to steel framing wilh all edges blocked. Fasteners are No. 6
by 1 l/a-inch-long corrosion-resistant self-tapping screws fas-
tened lo board joints at 8 inches on center and intermediate
localions at 12 inches on center, All ioints are taped and
treated with ioint compound. Intermediate fasteners are
treated with compound.
2.5.2 Steel Framing: Minimum 35/6-inch-deep. minimum
No. 18 gage (0.0478 inch thick) steel studs spaced 16 inches
on center, maxrmum.
2.5.3 Openings: Wall openings are framed with minimum
No. 18 gage framing.
2.5.4 Exterior Finish: One layer of minimum 1/2-inch-thick
gypsum sheathing complying with ASTM C 79 is applied hori-
zontally to the steel framing with No. 6 by 11/a-inch-long corro-
sion-resistant self-tapping screws spaced 8 inches on center
at all framing locations.
2.5.5 Stud Cavity: A R-13 unfaced fiberglass insulation
manufactured by Owens Corning Fiberglas is fit into each
stud cavity. The insulation has a minimum nominal 6 ounces
per cubic foot density, is 35/6 inches thick, and long enough
to achieve a friction fit.
2.5.6 Insulation Board: Insulation boards are placed hori-
zonlally. Horizontaljoints have a tongue and groove configu-
ration. Allverlical buttjoints must be light and occurover stud
framing, Vertical joints musl be staggered. Insulation boards
are temporarily held in place with galvanized staples, roofing
nails or self{apping screws.
2.5.7 Stucco Coating: Stucco coating includes application
of one layer of Pyro-Kure 600 vapor retarder manufactured by
Fortifiber. Pyro-Kure vapor relarder has a maximum
flame-spread of 25, a maximum smoke-developed rating of
30 and qualifies as a Type 1 , Grade A weather-resistive barri-
er in accordancewith UBC Standard 14-1. The vaDorretarder
is installed over the sheathing in accordance with Section
1402.1 ot the code. Expanded polystyrene insulation bbard
with a nominal 1-pound-per-cubic-foot density is installed at
f -inch thickness horizontally in running bond to the sheath-
ing. Reinforcentent consists of 1 inch by No. 20 gage galva-
nized steel self-furring woven-wire tabric lath. The lath, insu-
lation board, and vapor retarder are positively fastened to the
steel framing using No 8 by 21l2.inch-long waferhead self-
drilling screws spaced at 8 inches on cenler to all framing
members. The stucco is applied at a r/6 inch minimum thick-
ness in accordance with Section 2.3 of lhis report.
2.6 Miscellaneous:
2.6.1 Inspection Requirements: Building department in-
spection is required on lath installation prior lo application of
the coating, as noted in Section 108.5.5 of the code.
2.6.2 Control Joints: Control joints must be installed as
specified by the architecl. designer, builder or exterior coating
manufacturer, in that order. In the absence of other details.
conventional three-coat plastering delails must be used.
2.6.3 Curing: Moisture curing by fogging the finished watl
lightly wrth water is required for a minimum of 24 hours after
coating application.
2.6.4 Soffits: The system may be applied to soffits, provided
the coating is applied over metal lath complying with Table
25-B of the code in lieu of wirefabriclath. Metal lath fastenino
must comply wilh Table 25-C, except the lenglh must be rni
creased by the thickness of any subslrate.
2.6.5 Sills: The system may be applied to sills at locations
such as windows and other similar areas. Sill depths 6 inches
or less may have the coaling and lath applied to any substrate
permitted in this report, provided lhe coating, lath, weath-
er-resistive barrier, and substrate are installed in accordance
with the appropriate section ol lhis report. Sill depths exceed-
ing 6 inches must have subslrales of solid wood or plywood.
The substrate is fastened in accordance with Table 23-l-O oi
lhe code, over which a double layer o[ a complying weath,
er-resistive barrier is applied. The coating,lath, and optional
EPS board are applied in accordance with Section 2.3.2 of
this report.
2.7 ldentification:
The factory-prepared mix is delivered to the jobsile in
water-resistant bags with labels bearing the following infoG
ma(ion:
. Name and address of manufacturer and evaluation reDorl
numben
. ldentification of comoonents.
. Weight of packaged mix
. Storageinstructions.
. Maximum amount of water and other componenls that
may be added and conditions that must be considered In
determining actual amount added.
. Cunng Instruclions.
Polystyrene foam plaslic insulation boards are rdenlified in
accordance with their respective ICBO ES or NES evaluation
reports. Additionally, the board density must be noted. For in-
sulation boards applied to walls required to be of noncombus,
tible construction as noted in Section 2.5. each board must be
idenlified along one edge, and one board from each insulation
package identified on both faces. with the ICBO ES report
number, lhe bldck molder nanre and the qualily conrrol
agency name.
3.0 EVIOENCE SUBMITTED
Data in accordance wilh lhe ICBO ES Acceptance Critefla for
Cementitious Exlerior Wall Coatings (AC11), dated Septem-
ber 2000, and test reports rn accordance wilh UBC Standard
26-4.
4.0 FINDINGS
That the STO One-Coat Stucco System described in this
report complies with the 1997 Uniform Building Code',',
subject to the following conditions;
4.1 The material and metltods of installaticn c.)',rply
with this reoort and tlre manufacturer's instruc-
OnS.
4.2 Installation is by contractors approved by the man-
ufacturer.
4.3 The STO One-Coat Stucco System may be applied
to walls required to be of noncombustible con-
struction in accordance with Section 2.5.
4.4 The system is recognized as a one-hour fire-resis-
tive assembly when complying with Section 2.4 of
this report. The design stress for the system de-
scribed in Section 2.4.1 is limited to 0.78 F'- and the
Page 4 of 6 ER-3804
4.7
4.84.5
maximum stress may not exceed 0.78 F'c at a maxi-
mum ,e/d ratio of 33.
The following load limitations apply to the assem-
bly in Section 2.4.2 o( 2.4.3, whichever is less:
4.5.1 1,000 pounds per stud.
4.5.2 Design stress of0.78 F'" in accordancewith
Section 2307.3 of the code.
4.5.3 Design stress of 0.78 F'cala ma\imum teld
ratio of 33.
The interior of the building is separated from the
EPS board with a thermal barrier complying with
Section 2602 of the code such as 1/2-inch regular
gypsum wallboard applied in accordance with
Table 25-G of the code.
An installation card, as shown in Figure 2 is left at
the jobsite for lhe owner and a copy filed with the
building depariment.
The allowable wind load on the system with wood
studs 24 inches on center maximum is 35 psf posi-
tive or negative- For minimum No. 20 gage steel
studs spaced 24 inches on center maximum with
solid substrates, the allowable wind load is 52 psf
posiiive or negative. For minimum No. 18 gage
steel studs spaced 24 inches on center with solid
substrates, the allowable wind load is 56 psf. For
minimum No. 18 gage steel studs spaced 16 inches
on center maximum, with foam plastic substrates,
the allowable wind load is 53 psf positive or nega-
tive. Supporting faaming must be adequate to resist
the required wind load.
)ort is subiect to re-examination in lwo years.
4.6
FTGURE l-roNGUE ArlRg+l?9XFron .^"o
Job Mdre6s:
ST0-Qne{oarsttrcr0.,slsrem
STfl co.porarion
ICBO Evaluacion Service, Inc.
Evaluation RePort ER- 18 04
Date of Igsue
Date of Job Completion
Plastering Contracto r
Name:
Addres3:
Telephone Nunber:
Approved Contlactor NuNber:
Thia to to certlfy that the exterior coatlng system on the building
exterior a! the above address has been installed in accordance
vith the evaluatlon report specified abov€.
SignaCure:of authori zed rep(esentative
of plastering con t rac tor
This installatioo card .nust be Presented to the bui ldinq inspe(:to(
atter completion ot work dnd before final inspection.
Da te
This report is subiect to re-examination
Page 5 of 6 ER-3804
o DETAILS FOR ONE COAT STUCCO
|lOT€. wi.. ft@.' Pl.s|'.i G.aJid o
r|.ro.r FL^98 &c t€r Prolrdsd ut
Aat.r 6rqr|d Del.r
--r-o.,rE co^I stucco +
sTYA€rae SHTG.
2x SIUO o.{E co^tsnrco
l'x20 GA. wlRE
couPFEssp.r Fn
.. O'c P€AA/|€IER
ATT^CHgErlT
FOAM
STiEATHINCz N rL or.l
FLANOE
t' r m GA WIA€ MEStr
NAI!€I] IYPE FR^M€
zr./^r(oN FL T]G€
SLIDING DOOR
COMPRESS|oO FII
N€CESS. RY IO PREVENI
wat€R PENEIR^!O.i
PERIM€fER NAILII.IG ON
FTTNGE SrqL! 8€ .' O C.
CORNERATo
UET^I FRAUE
$nllr GRO(AIO
PFOVOEO
COMPRESSION FIT-METAL FRAME
?, STUO
@A1 Sn CCO APPROVEO CAULxTNG
goLl
SHE IHII.IG
2 r SILL PtITE
l',20 GA. WIRE _"l rrETA! YBtu
L J w€EP scnE€D
1',20 G^. wtRE
UASONRY
wooo on MFTA|.
AauTu€n.'
SILL FLASHING
PLASTEfI GROUND
NOT€S: I. WHEN USING SHEATHING OTHER THAN FOAM. THESE OETAILS SHALLAPPLY IF OTHER TH^N 1" THICK SUASTRATES
ARE USEO. GROUNDS MUST BE ALTEREO TO MAINTAIN PROPER PLASTEF THICKNESS.
2. A WEATHER.RESISTIVE BARRIER IS APPLIED BEHINO FOAM SUBSTRATES AND BEHINO OTHER SUBSTRATES
FIGURE 3
Page 6 of 6 ER-3804
STYAEN€ S$rO -.--r-
oil€ co^r srlrcco ---J
20 (r4. wrTH r€lt+{-r
?. STt O
?. STLJO
:'. ZO G.^ wlA[
o(€ coAl
sr[Jcco
IOTE i C.rr..q rrE
$,ooo Plllrr o.r
lrisl^l.llo ov€F
FO^X-Nj'I! TXROIJGHlorll To FRJrr.r|r€
.'J*Forlr PLA}{r O.r
car€ alarl wtrx
PI STIC W^SXER
^T
Er^CH STUD IO
'.|Lo fi pL.^c€
('{r|t STUCCOEO
o^r€ co^r
STLJCC'
$,OOD SOFFIT DET.
2 x SruOS
qlE co^r
srucco
9rEArHftC
l'r :O G,r' l'nRE
canN€a A|o
SOUABE CORilER. BULLNOSE CORNER
PrrEr C.o Slbrll & Boyor.a o. S&a.d
Fo.d 9rrnwro o.r T@ I Fe,t.. d ?u4tl
Oood1r, vY'ro Fodn a Orn6d t *
^aE
D,..a Soa 8&c'
EXTRA B€INFOACEI.'E|j.l
oftE LAYEA 15. OR
IVTO LAYERS PLASTER
xR^Fl .- t.^P o( ErI.l^c€ t,AP 2- ov€R
fLA-gr{RG O.{ eOOf StD€.
? AAf,| FLASNING
^l.!0A6
FO€ REROOfING
aeoura€0
crrE cc,dr
sr\aco
r-.20G^ wc€
SH€AIHING
oa{€ t YEF 15, Oe ? LAY€RS
PI-ASI€F (R^Ff 6'L,AP ON
€ITEB|oA 'TCE T L^P .'.
F@' FL-ASHING
PI.BAPET & FLASHING DETAIL
,. GA G.I '
Ft-Asa r DFP
l'ra)G.^ r.nR€
ror}r
sfc.Ar.ilnJcr._.a &../R ftJ|'sr'l|a6
Frrslra6
EXTE.{O rcOf DrC
raaIEAtAtS u" rv tt
a o/Ea roP aiEs
tz' PLrtr@ sr{rc.
r' IXIC'( STVREN€
8H€. IXfiG
o,rE co^r sn',cco
ov€ R
r' r 20G.A ratR: r,€SH
Oi€ @^r
6rL€CO2. SnO
$/OOD FRAME
DOUBLE FACED PARAPET
FIGURE 3-(Conlinued)
sw 5' sPLlsx cr.i F@F @vE
GABLE OR DECK FLASHING
Desert Ton
Brownwood'
Teok
fbl ovoihbl. i^ GnP|o
Llse Brownwood
Hioh Stvle or Hr'qh Rrdqe
n;l a aldse *;E sedint'
Use Teok
Hioh Svle o,. Hiq[ R'dqe
Hi; A Ridse *iti Seo6nt
* High Style' Hip & Ridge.with-Seolont ovoiloble in Denver ond
complon servr.e qreo5. tllgn Kroge Hip & Ridge wirh Seqlont
qvoiloble in lrving, Hou5lon ond Denver lerYl<e dieos'
.-,F. 1 ..f 1-r ',r '..{:,.\-\ir,p.'5 !1;"i3ll-,11- €-il$-lt'" !oi,o-t+7ies\<sltuu: t"t-uv;'
vJ\4-.- r.l7,ni - p't:-iYf 3>{ {t%lt * srl'v'lV'-{>'
Driftwood
Onyx Block
Estote Groy
Use Driflwood
t-tigh S_tyle or High Riy'ge,
Htp 6 Rtdge wth )eotonl
Use Onyx Block
Hioh Si.yle or H;qh Ridoe
uii a ddg. nitli Sealont'
Use Esfole GroY
'liqh sryle or High Rrdge
Hii & Ridge *h Se.lontl
Sierro Groy
Shosto White
r.lor ow .U. in lrying, houton,
O.n".r Erv'.. 0160! ls.€ mop .
Choteou Green
Use Sierra Groy
Hioh Svle or Hiqh Ridqe
nii a Rlidge *;tli seolaht'
Use Shosto Whie
Hioh Sh/le or Hiqh R;dqe
n;i & niCse -'tF Sech7t''
Use Choteou Green
Hioh Svle or HroA Ridqe
n;p' & Aidge n'rt Sealo'-nr'
t owcnr corning :trivcr to !((vrnt.ly |'cpradrrre photogrophs o{ shingles. Due lo m-onu{ocluring.vorionces,,lhe limilotions of the printing Procet5 ond lhe
vorior,ons rn noiuror rr'h.ng, ,.,,"'i l;$;il.1|,.';;"i;i:;"'il, 'ii;;l;;;;;.i frorn lhe ph;to. the prtch ol vour roof con ols; impoit h"- <' 'l'i"gL .
looks on o home. we ,ugg.rr lrot.you "i";; ;;idd;;i.i.or r.r".oiiltinii6. io q.i o tun", ideob{ rhe oituol color' To occutstely iudge your ehrnsre
ond <olor <hoice, we .ecommend rj.t yili "i"* ii.iitn o'.tu6t ,o"t *iti- q iiiit' ii-iLi
'o
yo,r own roof prior io mok;ng your iinol sele<lron'
w'tt-) u) o w en s c o r nin g c a m
Roofing
Aspholt Shingles
High-pelfonnar,ce Owers ConLing shil$es are
engineered to slay beautiful yeax after yeax.
. Strong F?bargloJ mal core ensues sFuctural
durabiliby, fire reststance and will not
absorb moistr:re .
. Weathering-grade asphalt coating
ensues moisture resistance.
. Mineral grarules prctect shingles hom
1l7prfharino rnd roind
Dirnensionol Shingle
Hip & Ridge
Color-matched Owens Corning Hip & Ridge
prorides enhanced beauty at the roof peak.
. Helps protect ridge vents from weathering.
Owens Corning Rooftng System
Peformnnce = BeuutA
Roofing, Ventilation arid Waterproofing Underlayment.
These are the essential components of your rools performance.
Owens Corning
veniilahon
products are
esential for
lasting beauty
and rcof protecrJon.
Proper ventilation provides
a continuous airflow tlrough
undereave vents and out the
top of the roof though ridge, roof
or gabie vents.
Ventilotion helps:
. Flush out darnagmg heat ard moisture.
. Prevent ice dams in the winter.
. Prevent structural damage from moisnle
condensation in winter and excessive heat
n sunmer.
. Prevent prematue agin8, cracked shingles
enrt donlr vnrnino
. Prevent heat from uarBfernng down inlo
Living areas in sununer.
. Provides enhanced
axchitectuIal
appeanmce.
Waterproofing Underlaymu$
owens Cnrning waterprcofing undedayment prctects below the surface.
. Applied in valleys and on the eaves of sloped roofs.
. Protects against normal waier flow around valleys, vents, clumneys
and skylights.
. Helps prevmt roof deck damage from ice dams and wtnd-
driven rain.
A number I5 or number 30 breather-type fell underlayrrcnt should cover
remainin8 sheathing to protect roof deck ftom wate! damage.
GfJZ
7TTffi SYSTEM THINKING'ra*adH ._ft(rtilrrllrr( M a k e s t h e D,iJIe r e n c e
-
OWENS CORNING WORLD HEADOUARTERS
OI'IC OWCNS CORNING PARKWAY
ToLEDO. OHIO, USA 43659
Syetom ThinkingP, S'/sr6m Ad',,ant3goo 3nd thc colo. Pll'lK
are registered trademarks of Owens Cornlng.
T-1E PINK PAN-HER rM & O 2000 Lnrted AnisE Co'p.
All nghts reseryed.
Printed in U.S.A.- December 2000
Copyright @ 2000 Oweos Corning
Pub. No 5-RR-22994-B (lrving, Houslon, Denvet Compton)
:,1\.4,.,.,i::
:.',,1 {.o|1fl;
'' :-r1".-'"ji.:.'..
io
METAFTEX FTOOR FIRE BARRIER
FiIH
Balco's Standard Floor Fire Barrier is 2 Hour Rated
for Joint openinEls up to 12" (305mm).
Contact Factory for 3 and 4 Hour Ratings.
Jtf
l\. .at\
I -{l,qt,.
I I oprilll
' | *r\'
2FFB
Metaflex Floor Fire Barrier is Designed
to Accommodate Joint Widths over
12" (305mm) Wide up to 36" (914mm)
Maximum Openings, While Maintaining
a 2 Hour RatinE.
A floorjolnt cover (of minimum thickness
1/8" [3mm] aluminum o. 20ga. gatvanized)
is requlred with the floor fire barrler lor raflne.
!\rarnock H€rseyMg
E-Feo
fo
| ..'\ .''t-''
't5r
?rr*ro*'€F2H-Floor Fire Banier
MaximumIype oponlng
nH02 2'
(51rn)
t2H04 4'
00ann)F2H06 6.
(152mm)
F:tH08 8.
(20?lln)
F2|/'U L2'
{305lm)
Use R2H ffi Roof Ere Bafiier
2FFB. tloor Fire Barier
IllaximumType opening
Mininum
Slab Thickness
4.1 t),
[l{l'|n)
2tF8.7.5 15.
l381nnl
2FF&9 18.
1457nn)
L 1 t)'
(114mm)
2FF8,10,5
fi.F&N
2tF&13.5
2tFS15
2tF&16.5
2FFB.18
2I'
1533r|I')
16l0rnrn)
27'
680ntr)
30'
(l62mml
{838oxn)
36'
(914ftn)
(114nn)
l1 t).
6l4nnl
{1140m)
t1t),
{114fin)
41/2'
0t4trn)
a1n,
1114ttm)
{o
Use 2RE for Rool Rre 8afiier
| --r..EXISTING ro ExlsrlNc/ ..@{+9-
NEW TO EXISTING FLOOR COVERS '{9-
f
'--"-
!f't
| .r"
Gymnasium Floor Sedes
Type A
I lro
1',
(2amrn)
2',
(51mml
1"
(?timl
2',
(51mml
L'
(25mnl
2'
(51mm)
1.
(25mm)
2'
(5lfln}
1'
(25rHn)
2'
(51ftn)
1100
1400
1720
7420
0FE 1S/0FE-1D/GtE-1P
GFE 2SlCFE-20/GtE-2P
GC.1
GF.ls/G F1D/G F.1P
0F2S//e F.20/G F.2P
3" 4r14',
(76.nrn) (10&nm)4', 5 r14',
(102mm) (l33rnm)
3', 4 tl4',
{i6nm) {lc&nmlA', 5 tl4',
(102mm) {133nm)
4 3i8" nla
(111mm)
5 3i8' nla
(137mml
31i8" nla
(7-omm)
4 r/8" nla
[10trn)
4 3i8' nla
(11!fln)
5 3/8" nla
(137mn)
i:,i'u,
J':';F-- ii::-=:t'4"i *a'-'-.=!
,.---J:'-*'2t".-' "'
Sight Line Series
Tlpe A
cR-2
cn-3
2' nla n/a
(51fln)
3" n/a nla
(76lruTl)
Existing to ExistinflNew to Existing
Iype A I
SIGHT LINE COVERS
tioor to Wall Systerr Arso Available -
Soecitu CRL.
.-&,r-w/
'1.90_,
T
E)(B.2
E)(&3
EX84
8X8.6
E)(8t2
EXBI 3
EXBI.4
EXBr"-6
z',
15lndi
3'
(76mml
4',
(i02mn)
6"
(152irm)
2"
(51mml
3"
(76mm)
4"
(102mm)
6',
(152mm)
1102n'm) {178mm}6" e"
l127nlm) (203mml
6" 9"
1152nrm) {229nm)
8', 11"
i203mm) (2?9mm)
3', 4112"
{76mm) (114nm)4' 5112',
{102mm) (140mm)s', 6112"
il2imml (165mm)]', 8r12',
(178mml pl6mm)
.Jl
i\
Available as 2 Hour Rated System -
Balco Fire Bafiier Systens are Tested in , .. .
Accordance with ASTlvl E 1966 and are
Listed with omega Poinl Laboratories, Inc.
(Contact Balco for Additional Fire Ratlngs)
l
o
LL
METAFLEX WALL FIRE BARRIER
i)
.\tcafo/-s'r'-\-.^tt,
%r*^ro*€
Available as 2 Hour Raled System -
Balco Fire Barier Systems are
Tested in Accordance with ASTM E
1966 and are Lisred with Omega
Polnt Laboratories, loc.
(Contact Balc'o tor Addational Fire Ratings)
Wall fire barrier may be instalted
coverless or in conjunction with
a jotm cover sysrem.
Wall Fire Banier
Type
A
Minimum
Wall Thickness
Maximum
Type opening
Maximum
0pening
A
Minimum
Wall Thickness
2WF&1
2WF8.2
2WFB.3
2WF84.5
2WFB.6
2WF8.7.5
2WFB.9
2t" 12'
1533t n) (305mm)
24', 12'(610rnn) (305mm)
2t' 12"
{636mml (:05mn)
30' 12',(762mm) (305|||nl
JJ lZ(838mm) (30tnn)
36', 12',(914mm) l305mm)
2' 6"(51mml {152mm)4" 6"(102qm) (152mm)
6' 6',(152mm) i152nrnig', 6"(229mm) (152mm)
72', 6"(305mml (152mm)
15', 6"(381mml (152mm)
18" 6"
l457nm) (152mm)
2WF8.10.5
2WFB.L2
2WF8.13.5
2WF&1s
2WF&16.5
2WFB.18
)'
Use 20ffi _ for Ceiling Fir€ Barder
18
.J SNAP.ON WAIL AND CEILING COVERS
wDlwDc SERTES
OPTIONAL LAMINATES
Stainless Steel or Brohze Available.
WD/iltDC Series
Type
1"
i25mm)
1'
i25mm)
2',
{51nun)
2'
l51|lml
3'
(760l1))
3"
(i6mml
{102mm)
4'
(102rnrn)
(2tim) lsl|rn)
ACL.1 L' 2'(25mo) {51rnrn)AC{ 2' 3'(51r|In) (?6mm)
ACt.2 2* 3',(51mm) (l6mm)
AC3 3' 4'
ii6m'n) (102mml
ACt.3 3' 4"(76mm) {102nm)
GP.1
GPL.1
GP.2
GPt'2
GP.3
GPI.-3
20
^
Extruded Alum num cover Plate,-\*f Standaro Archfequrar Class ll Anodt?ed
I ert'uOea I'uninum Sub.Channel (6063T5r.
-(2) Standard Mill Finish tor WD Series.
Y Standard Architectural Class llAnodrzed
i tor Vinylines Series
'(gF Extrucjed Santoprene Insert
i
-(t)- Wall construction - By Others
-/a!- Lav ln ceilrng- Bv orherss/
, Available as 2 Hour Rated System -
I Balco Fire Sader Systems are Tested
ffi- rr Acco'dance w tn ASTM E 196b and a e
]t Listed wrth 3rrega ro.r t I abo.aror,es. Inc.
(Contact Balco lor Add tiona Fire Rarings)
I
-d"00)i- Movement Capabilities ' 100% and 50%--,,\
1-sgi
,i
w0.1
wDc.1
t4,0.2
WDC.2
3 1/8"
(79fl!0)
r 1rl16'
(43rm)
4 518',
(117mm)
3 tl4'
{83mm)
6 r/8"
l156mm)
41u16',
{119mm)
7 5/8',
(194nm)
6 tl4'
{159mo')
WD,3
WDC.3
WD4
WDC.4
Vinylines Series
lype A TypeType
ti 1E/oi
(2tnn) ({tmm)I', 1v16',
l25mi) (l?mm)2' 2518"
{51mm) {6?mml2', r [116'(51mm) (43mm)
?. I (/e'
06mn) l92mm)3" 211l16',
{76mnj {68mm)
i25mm)
GML.I 1"
(25mm)
GM.2 2'
{51nm)
GMr..2 2'
(51mm)
GM,3 3'
06mm)
4',
{1i2t|rm)
2112"
16ann)
5'
(l27rfln)
3 rl2'
(89mm)
6',
(152mm)
411)'
l114mml
3',
(76mml
WD
GMr..3
A4/3Al2AE2 11.:69 3A3346244I EB BERGER II.[PAGE A3
^v
Wamoct( lters€ry
"J:=El*
4100NS
4100sL
5100sP
PFP/PHV
120{3
2 How
2 Hour
2 Harr
HorEontEl or Vertical Erpanslon/Control Joints
Tesl $tandards: ASTM E+14, UL 1479, UL 2029, ULC S11E-M9S**L-Rating At Ambienl < 'l CFM[in Ft
resr Furnace rnternar r"''o};x?:Hii:T'$,:#'"Ef[ll.o.,''l. of water) Minimurn
Max- Jolnt Mo/€mglt - Compression 1", Extension 0'
Jolnt
CoBst'qctton Type
Verlical end Hortzonbl JoinG
Horlzonbl Jolnts wlth neEl cgver plab
Horilontd JohtE wilhoot cover plah
Mrr Flre Hq*e/Ftrr Tenrpyuicnh "F'Ratlng "FH'Rating "FTH'Rrling
2 Hour
1T 2 Hour
1T 2 Hour NrA
2 Ho|'
2 Hour
||!!d ot taro! Jolnl
gystem Design lnstructions
na tdr' to s"r a''olr $hrl
1. Penctrating hem: For selice penebations see systern Design FS/pHV 120{1.
2. Floor/Geiling or Wall Assemlillee: ASTM E-1 1 I and CANliLc bi oi ,p fu
-z
hour rated fioor/ceitingor wall agsernblies conforming to as foltorrvs:a) Gast in place normal-or_light densif concrBt€ floor/ceitirrg assemblies having e minimum qrose
section lhickness of 4 %' (1l4rnm) or;b) C.aet in .place concrete nalt asiemuties havtng a minimurn cross sedion thickriess of 6"(150mm) or;c) Hollo$, or concrete filled unit masonry (conorcte block) $rall assemblies latd up w1h mortarhaving a minimum cfos$ section thicknEsi of e'(2OOmm1.3' .Flr€stop Systam Component lt PFP Partsrers - Firest6p 410ONS* (non-sag) for verticel orhorizontal appllcalions 9t_11-o_o.s!-'(selfJweling) ror naizontil aplicationl'h a minimum rryet filmthickness %' (6mm) or 510osP" (masiic) for reiic,at or horizontal ddplrcations sprayecl into plece wilha minimum wet film thickness of 1/8''(3mm). Atways overlap OiOoSp" onto the surfaos of thesubstrate a mininrum of. %" (13mm). rio noi min stoosr hrestop mastic when sprafng, u;eguipment capabte of applylng materidl a$ sirpplied_
84/3U2AA2 11: Ag 343346244t EB BERGER INC PAGE 62
o
.o
AssemblyRating-2Hr
Joint Width - 3" Max
1. FloorAssembly - Min &1/2 in. thick reinforced normal weight (140 - 150 pcfl sfuctural concrete.
2' Jolnt_System - Maxwirlth oJioint is 3 in, The joint sptem shall conslst of the following:A- Packing lleterlat - Min ?-1lrl in. thicknesl ot niin 4 pcf mineral wool batt insulJtion firmly
pac1<ed into op€ning as a pefiraneff fotm. Packing materiel to be recessed from toi
surface of f,oor es required b acoommodale the required thickness of lill matedal.81. Fill, Vold or Gavity Materlal' - Seatant - Min 1/8 in. thicknees ol fill materlal applied wihin
the joint. flush with top surface of floor.
Pagaive Fhp Protocffon partners* - 5100Sp82. Fil[ Void or Cavity Materbl' - Sealant - As en altemate to the above, min 1/4 ln. thickness
of fill material applied urthin the joint, flush with.top surface of floor.
Peselve Fite Protection pt nensm,4100NS,410OSL, 48OODW
'Bearing the UL Classificalion Merking*Formerly Firestop Systems Inc.
,65/L4l2gAZ A9:37 383346244t EB BERGER INC PAGE AL
System No. WW-S-0032
Assembly Rating-2 Hr
Joint Width-I-I/e in. llax
1. tttlatt Assembty-Nonbearino Z hr frn ralart auncrr*. ..,.rl^-.J,-!..J
assembly.constlucted of the irate.iats ano i; tti. #J#l aliHri;'irlrr'itl
ll9jyi{t t u4'G'eries warl Jr FJ*-tion'o.iis];'iliil"ul Fire Resisrance
?tr:._i9pil,!!ojls._t1.toltgnlns.onrtru"ti"oni".lu-res:n. rruus_t' t| 5_f /6 ln. ffioe Dy t_7/4 in deep corrosion protected min25 MSG Steet ctiannets.Jteei,trj ,puiiii"frofio"'e*ceea 24 in. 0(.B. lVallboard, Gypsrm*.. ,-.sJegFed in tt" inaiuiaJltou?il3:ijit,:hlilllf svpsum warrboard, as
z. Jotnt 5ysten-Max widfr of joint is 1_q/Z in". The ioint system shaLLconsist of the fo[owino:
A. Fi[ Void or Cavlfo Mrterialr_Min 1.-I/4 in, thickness of fillmateriat apptied witfin th.e;"i1t, nrl'h *iti{laif, surface of wal.l.^ -. Minnesota r.tinins. g llfd; c;l_ Fi_z6bii' #i.ii_zooo*8. Steet Cover prate_-Mi1 e9 ifilg $fi"r*,i lo"ver prate sized tooverlap walt a min df a.in..on boih siaes oioi*ing, plate attachedto either one side or both sides;i;rlt;ft;hit"dJ'continuous fo, the
_"_-_=_"nlire height of opening.'5eenng the UL Oassificition -tr{arhns
jl*:T*'::j :::,:l t rat'g bv 3 M Fi rc P"i;'" ;; d ;---''from the 1999 edition ortne Lrnre ne;;;;:;;il#';
-!
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Color: 354 Linen
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Edge Ravel: Lifetime of carpet.
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I
National Fire Protection Association Life Safety Code 101 Page I of2
NATIONAL FIRE PROTECTION ASSOCIATION LIFE SAFETY CODE 101
CODE AND REGULATORY INFORMATION
This document reviews the flammability requirements for resilient flooring products in accordance with the
recommendations of the National Fire Protection Association (NFPA) Life Safety Code 101 .
The following sections ofthe code are referenced:
Supplement 5: Fire Tests for Life Safety Code Users:
lnterior Floor Finish - Floor coverings are required to be tested in accordance with NFPA
253, Standard Method of Test for Critical Radiant Flux of Flooring Covering Systems
Using a radiant Heat Energy Source (ASTM E 648). This testing scenario was specifically
developed to address floor finish concerns. lt evaluates the tendency of a floor covering
material to propagate flame across its surface in a relationship to a given energy source
over a period of time. The Code recognizes two classes of interior floor finishes:
Class l, minimum critical radiant flux value of 0.45 watts per square centimeter,
and
Class ll with a minimum value of 0.22 watts per square centimeter.
All of Johnsonite's floor installed products (i.e.: rubber tiles (except Terra-Tu0, all stair treads and nosings,
and resilient mouldings) meet and exceed the Class I requirements of the Code.
Interior Wall and Ceiling Finish - Wall and Ceiling materials are required to be tested in
accordance with NFPA 255, Standard Method of Test of Surface Burning characteristics
of Building Materials (Steiner Tunnel Test) (ASTM E-84). The Code attempts to limit the
relative rate of flame propagation and smoke development on wall and ceiling surfaces.
(Note: This requirement onlv applies to products installed on wall and ceilinq surfaces.
Due to the wide spread misunderstandino of this requirement. the federal oovernment
(GSA) (DOD), AlA. and other specification qeneratinq qroups are eliminating anv
reference to this requirement in reqard to lnterior Floor Finish materials since it is not
applicable.)
The Code provides three classifications based on the Flame Spread lndex (FSl) and
Smoke Developed lndex (SDl):
Glass A FSI 0-25 SDI 0450
Class B FSI 26-75 SDI 0-450
Class C FSI 76-200 SDI 0.450
lncidental and Trim Finish - Wall and Geiling materials, which represent 10 percent or
less of the total wall and ceiling surface area can have a Class C rating when tested to
NFPA 255 and can be installed with Class A and B materials without reducing the
classification of the total space.
http://www.johnsonite.com/techdata/section2,A{FPA101C.HTM 511012002
t' National Fire Protection Association Life Safety Code l0l Page2 of2
Johnsonite Resilient Wall Base and Resilient Mouldings, which are wall mounted, meet the requirements of a
Class C rating and typically represent less than 10olo of the total wall and ceiling surface area, therefore; meet
the requirements for Incidental and Trim Finish.
Revisiol 4, Released August, 1999
http ://www johnsonite. com/techdata/section2,A{FPA1 0 I C.HTM 5/1012002
, Specifications, Product Testing and Terminology
SPECIFICATIONS, PRODUCT TESTING and TERMINOLOGY
Page I of6
The following synopsis provides a review of various material and final product testing,
which is performed on our products, as well as, many of our competitors.
Frequently, we experience a situation where confusion results from the lack of
familiarity or inaccurate interpretation of terminology, product testing, and product
specifications. This document was developed with the intent to provide a "laymen's"
knowledge of the technical and/or analytical aspects of product testing and
terminology and its significance 10 our products.
Specifications:
Rubber Floor Tiles:
Federal Specification #SS-T-312b and the new federal replacement specification,
F-1344, developed by the ASTM, provides dimensional and performance criteria for
product acceptability.
The SS-T-312b requires that all tiles, both pattern and smooth, be produced to a
total thickness tolerance of +/- .gg5'.
The ASTM F-1344 permits a tolerance of + .015"/- .00S" for pattem tile and
+/- .005' for smooth.
SS-T-312b, Type ll, Rubber tiles must have a durometer or hardness not less than
90 and a modulus at 10% elongation not less than 400 pounds per square inch (psi).
The F-1344 permits a hardness not less than 85.
Most specifiers in the commercial and military communities continue to reference
the "oldef' Federal Specification SS-T-312b. All Johnsonite rubber floor tiles meet
both soecifications.
Solid Vinyl Floor Tiles:
ASTM F-1700, standard specificalion for solid Vinyl Floor Tiles provides dimensional
i. and performance criteria for product acceptability. Due to the wide variety of solid
vinyl floor tiles currently available on the market, the specification,s classification
structure includes the following classes and types:
Class | - Monolithic;
Type A - Smooth Surface or Type B - Embossed Surface.
Class ll - Surface Decorated;
Type A - Smooth Surface or Type B - Embossed Surface.
Class lll - Printed Film;
Type A - Smooth Surface or Type B - Embossed Surface.
The specification provides dimensional tolerances for size of +l- 1t16" (0.4 mm) for
12" x12" (30.5 mm x 30.5 mm) tiles and a thickness tolerance of
+/- .005" (0.13 mm).
5trot2002
. Specifications, Product Testing and Terminology
The specification also includes requirements for flexibility, residual indentation,
chemical resistance, squareness, and dimensional stability.
Johnsonite Safety Stride Solid Vinyl Floor Tiles are Class l, Type B products and
conform to the requirements of this specification.
Rubbbr and Vinyl Stair Treads:
Federal Specification RR-T-650d, Composition A (Rubber) or B (Vinyt),
Type 1 (Smoolh) or Type 2 (Designed) addresses the dimensional criteria of the
product. The only performance requirement is for rubber hardness of 90 +/- 5.
ASTM is currently in the development stages to replace this specification and is
expected to be completed in the next two (2) years.
The dimensions and thickness of the treads are the manufacturer's standard or as
specified in the order.
Length and width tolerances shall be +/- 1/8" (except rubber treads, which are
permitted to be longer) and a thickness tolerance of +l- 1132".
All Johnsonite rubber and vinyl treads meet the dimensional criteria of the
specification.
Rubber and Vinyl Wall Base:
Federpl Specification SS-W-4oa, was cancelled by the General Services
Administration in October of 1995. lt has been replaced by ASTM F-1861 , Standard
Specification for Resilient Wall Base which is a dimensional and material
performance specifi cation.
The new ASTM specification provides for three types of materials:
Type TS - Rubber, Thermoset
Type TP - Rubber, Thermoplastic
Type TV - Vinyl, Thermoplastic
Wall base height tolerance is 1% the nominal height of the wall base. The thickness
tolerance for.080 gauge wall base is + .015"/- .005" and for..125" (1/S,) is +/- .015".
(Note: Johnsonite manufactures .080 gauge wall base to +/- .005" and
1/8" t0 + .005Y- -015'.)
The length of the wall base cannot be less than as specified on the package.
The angle of the cut can be g0 +/-5 degrees.
The material must pass tests for flexibility, resistance to staining and light aging,
chemicals, and dimensional slability.
Johnsonite Rubber and Vinyl Wall Base meets the dimensional and material
performance criteria of the specification.
Vinyl Mouldings:
http ://www j ohnsonite. com/techdata./section2/TERMS.HTM
Page 2 of 6
5/10t2002
Specifi cations, Product Testing and Terminolo gy
The manufacture of these products is not governed by any known specification.
They are specialty products.
Terminology and Product Testing:
Hardness (Durometer): This test is performed to the requirements outlined in
ASTM D-2240 and utilizes a hand-held instrument called a "Shore" gauge. The
gauge consists of a spring-loaded indentor and has a scale reading from 0 to 100'
The indentor is applied to the surface of the test material and the hardness of the
material is obtained from the reading on the scale.
The higher the reading, the harder the material.
Hardness testing is used primarily to classify materials and no simple relationship
exists between hardness testing and indentation or any fundamental property of the
material.
Hardness readings are also used as control measures to ensure that the proper
amount of oils and/or plasticizers have been entered into the material formulation.
Without these oils and plasticizers, the product can become much stiffer and difficult
to manipulate, as in the case of forming wall base corners.
Tensile, Elongation, and Modulus: These tests are performed to the requirements
outlined in ASTM D-412 and provide informaticn regarding the elastic properties and
uniformity of the material composition- The tests are performed on a pulling apparatus
or Instron, utilizing stamped specimens developed from finished products. The test
specimen is placed in the machine and the amount of force to pull it apart and
eventually break the material is recorded on a chart recorder.
Tensile values are recorded in pounds per square inch of force required to pull the
material until it breaks.
Elongation values are recorded in the percentage of stretch the material can
withstand before breaking or in simpler terms, if the specimen is 1" long before
testing and breaks at 2", the elongation would be 1 00%. lf 1" long and breaks at
3", the elongation would be 200o/o and etc.
Modulus values are obtained by determining the pounds force to pull the
specimen 100% its pretesled length or as required by the specification.
Example: A rubber band requires very llttle force to pull apart, therefore; its tensile
value would be very low, but its elongation would be high, since you can stretch a
rubber band several times its original length.
Abrasion Resistance: This test is performed to the requirements, as outlined, in
ASTM D-3389 and uses a piece of equipment called a "taber abrader". A 4" x 4"
product sample is weighed and then mounted into the machine. The machine is
equipped with a motor drive, which abrading wheels are attached. Based on the
specification requirements, the abrading wheels are weighted and the machine is
cycled for a specific number of cycles.
Afterthe test is completed, the sample is reweighed to determine the amount of
material loss on the specimen.
http ://www. i ohnsonite. com/techdata/section2/TERMS. HTM
Page 3 of6
st10/2002
. Specifications, Product Testing and Terminology Page 4 of6
This test is an attempt to determine the wearability of a finished product, bul due to
the wide range of variables in actual installation environments, ihere is no direct
relationship between the test results and the longevity of a producl. The lest results
can be used to classify and compare similar products only.
The tegt results are given in grams loss per cycle or revolulion. The lower the value,
the better the wearability. (Note: Typically the harder the malerial, the lower the
abrasion value. The wearability of a product is conlingent on many other test values.
i.e.: resiliency, indentation, tensile strength, elongation, and etc.
Indentation: This test is performed to the requirements, as outlined, in ASTM
F-1914. Standard Test Method for Short Term and Residual Indentation of Resilient
Floor Covering and provides a reference to the resiliency of a product and reported in
the prircentage of mass loss or compressive state of ihe product after testing.
The test is performed with actual production specimens. The specimens are mounted
into the test apparatus and a weighted load is applied to the surface of the specimen.
The load is mounted atop a 1/4" diameter foot, which contacts the specimen. The
load is applied for 10 minutes and then removed and the depth of the depression is
measured to determine the initial indentation of the material. The specimen is
measured again t hour later to determine the residual indentation or the material's
capability to recover from a load.
These values typically relate to dynamic loading such as a high heel shoe applied to
the produci's surface and its ability to recover from the load.
The lower the residual indentation percentage value, the better resiliency of the
product.
Static Load Limit: This test is performed 1o the requirements, as outlined, in
ASTM F-970 and was developed to determine the resiliency of a product when
subjected to heavy loads and the product's capability to recover when the load is
removed.
The thickness of an actual production sample is measured and then a weighted
1-118" diameter spherical fool is placed on the product's surface for a determined
amount of time. The amount of weight and time is determined by the specific product
specification.
The 1-118" diameter spherical foot is typical of most commercial furniture, appliances,
and michinery found in many commercial and residential environments.
When the lest time requirement is satisfied, the load is removed and the product is
allowed to relax for a period of twenty-four (24) hours. After the relaxation period, the
pr.oduct lhickness is once again measured where the foot made contact to the
product surface. The difference between the initial thickness ofthe product and the
thickness after the test provides the total amount of permanent indentation the
product has incurred as a result of the testing.
Most of the specifications developed for rubber and vinyl flooring products have
adopted an 125 pound load for a period of one ('l) hour as the criteria for the test.
This load would represent a piece of furniture or an appliance with a total weight of
500 pounds based on the assumplion that the furniture or appliance is supported
with four (4) feet.
,
http://u.rvw.johnsonite.com/techdata,/section2/TERMS.HTM 511012002
Specifications, Product Testing and Terminology
Coefficient of Friction: The federal and industry standard for testing coefficient of
friction or the slip resistance of a surface is tested to the requirements, as outlined'
in ASTM D-2047, which utilizes a friction measurement machine, commonly referred
to as the James Machine.
The test utilizes a shoe sole grade leather material attached to a weighted plate. The
leather material is pulled across the surface of the specimen and the friction
resistance is recorded on a graph.
The test procedure is designed for determining "dry" coefficient of friction
measurements only, but many manufacturers perform the tests by applying a mist
of water to the specimen surface and obtain "wet" friction values for their products.
Due to the wide range of probable variation due to the lack of any specifics relating
to water application to the specimen surface, the "wet" values should be considered
only as reference values.
The Federal Standard for flooring materials and floor finishes is 0.5. This value of not
less than 0.5 meets the requirements for compliance to Rule 5 on "The use of terms
slip retardant, slip resistant, or terms of similar import," of the Proposed Trade
Practice Rules for the Floor Wax and Floor Polish Industry as issued by the Federal
Trade Commission on March 17, 1953,
The A.D.A recommendations are 0.6 for accessible routes and 0.8 for ramps, but
were developed utilizing an apparatus and test method not currently recognized in
the industry. Since the release of the A.D.A. document, several committees have
meet with the A.D.A. and requested clarification. The outcome of the meetings
resulled in the A.D.A. recognizing the ASTM D-2047 test method and federal
standard of 0.5 for defining the term "slip-resistant surface", as listed in section
4.5 General and Floor Surfaces. The values of 0.6 for accessible routes and 0.8 for
ramps are recommendations and will be eliminated from future revisions.
Mostmanufacturers involved with the ASTM Resilient Flooring subcommittees,
responsible for developing flooring specifications and test procedures, have adopted
this procedure (D-2047) when reporting coefficient of friction results for their
respective products.
These specifications relate to Johnsonite's rubber tiles, vinyl tiles, rubber and vinyl
stair treads. Johnsonite's rubber products exceed all requirements. Vinyl tiles, treads
and nosings exceed the recommendations for ADA accessible roules, but not ramps.
Fire and Smoke Product Testing:
Critical Radiant Heat Flux: This test procedure was developed for testing the
resistance of flooring materials to support a flame and is tested to the requirements,
as outlined, in ASTM E-648. The test is performed with actual product samples.
The tesl specimen, measuring 10" wide by 41-112" long, is glued lo a reinforced
concrete board and placed in the testing apparatus. The radiant heating panel is
positioned al an angle of approximately 45 degrees to the specimen. The specimen
is exposed to radiant heat for a specified time and lhe amount of wattage is
calculated to determine how much radiant heat is required to produce a flame on
the material. The test is peformed three (3) times and the average of the tests are
used for reporting critical radiant heat flux of a material in watts per square
centimeter.
Page 5 of6
htto :/iwww.iohnsonite. com/techdataisection2/TERMS.HTM 511012002
. Specifications, Product Testing and Terminology
Class I applications require a minimum of 0.45 watts/sq. cm. and
Class ll require 0.22 watts/sq. cm.
The higher the wattage value, the more heat and time required for the sample to
support a flame.
All 0f Johnsonite's rubber and vinyl tiles, rubber stair treads, vinyl stair treads and
nosings exceed the requirements for Class I installations.
Flame Spread Index per ASTM E-84 (Steiner Tunnel Flame Test): This test is for
determining the burning characteristics of wall and ceiling materials. Unfortunately,
many specifiers confuse this requirement with the ASTM E-648 Critical Radiant Heat
Flux lest for Interior Floor Finishes. The Steiner Tunnel Flame Test (ASTM E-84) is
only required for Interior Wall and Ceiling Materials.
Due to the number of incorrect product specifications, the federal government
developed a task group in 1997, in conjunction with the GSA, DOD, AIA and many
other military and civilian specifying organizations, to eliminate any reference of this
test requirement in Interior Floor Finish specifications.
The test procedure utilizes actual production samples, measuring 24" wide by
24'lohg, are glued to a reinforced concrete board and suspended from the ceiling of
the tunnel chamber. The samples are exposed to a high-intensity flame, similar to a
blow torch, for a specified time.
lf the samples ignile, the flame duration and smoke generated is monitored and
calculated into a flame spread index and smoke develooed index.
The classification of Droducts is as follows:
Class "A" = Flame lndex of 0 to 25
Class "B" = Flame lndex of 26 to 75
Class "C" = Flame Index of 76 to 200
All classes must have a smoke developed index less than 450.
Page 6 of6
Johnsonite hopes this document has provided the information and clarification
required to assist in proper product selection, but if additional information is required,
please contact your local Johnsonite distributor or Johnsonile Customer Service at
1 -800-899-891 6 for additional assistance.
Revision 5, Released January, 2001
http ://wvw.j ohnsonite. com/techdata./section2/TERMS.HTM 5110t2002
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As you requested, YORII WALLCOVERINGS certifies rhat all our
wallcovering patterns flom the STUDIO SOURCE collec[on rnect thc
requirements of cless A flame requirements qdth flame ratings iu the
range of 0-25.
These ratings were determined by the ASTME-84 tunnel test method and
are not intended to reflr:ct hazards presented by these or any other
products under actual lire conditions.
We hopc that this infonnation will bc of help to you.
Sincerely,
YORK CONTMCT
-R*,* fr"Ar,$.'
Pamela Gallagher
Customer Service Reprt:sentativc
750 Lindcu Avcnuc, P.O, Box li 166, York, PA t7 405-5t66 c Q 17) 8464456. FAX (71 ?) s43-S6j4
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1. To clean a stain, begin Llsing warm water and a clean sponge and towel'
2. lf stain is still apparent :Use a mild detergent (like lvory liquid)Wth the clean
sponge. Blot dry with a clean towel.,A 50/50 isopropylwater blend can also be used.
3. For more troublesome siains, spray cleaners (like 409 or Fantastic) c€n be used
,
4. Do not use harsh solveflts such as paint thinner or gasoline or any abrasives
(such as Comet cleanser or Soft Scrub).
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5. Begin cleaning by starting in a spot lhat is less noticeable. Experiment Dy using
procedures outlined in steps 1 and 2 before prooeeding to harsher sprav cleaners
mentioned.
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Vinyl Wallcovering Submittal
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Essex Stoneart 2, SP-5743 Trail
JM Lynne, Mimosa Leaf MIL-4312, Casablanca
Symphony, Concerto, Flax Accent, M50438COA
Studio Source Volume 4,2Y1789 Elegance Stripe
Studio Source Volume 5,U1852, Basillica Scroll
Symphony, Kora Caramel, A250494M
Symphony, Kora Blue Sage, M505051(A
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National Fire Protection Association Life Safety Code 101 Page 1 of2
NATIONAL FIRE PROTECTION ASSOCIATION LIFE SAFETY CODE 101
CODE AND REGULATORY INFORMATION
This document reviews lhe flammability requiremenls for resilient flooring products in accordance with the
recommendations of the National Fire Protection Association (NFPA) Life Safety Code 101 '
The following sections of lhe code are referenced:
Supplement 5: Fire Tests for Life Safety Code Users:
lnterior Floor Finish - Floor coverings are required to be tested an accordance wlth NFPA
2S3, Standard Method of Test for Gritical Radiant Flux of Flooring Covering Systems
Using a radiant Heat Energy Source (ASTM E 648). This testing scenario was specifically
developed to address floor finish concerns. tt evaluates the tendency of a floor covering
material to propagate flame across its surface in a relationship to a given energy source
over a period of time. The Code recognizes two classes of interior floor finishes:
Class t, minimum critical radiant flux value of 0,45 watts per square centimeter'
and
Class ll with a minimum value of 0.22 watts per square centimeter'
All of Johnsonite's floor installed products (i.e.: rubber tiles (except Terra-Tu0, all stair lreads and nosings,
and resilient moutdings) meet and exceed the class I requirements of the code.
lnterior Wall and Ceiling Finish - Wall and Ceiling materials are required to be tested in
accordance with NFPA 255, Standard Method of Test of Surface Burning Characteristics
of Building Materials (Steiner Tunnel Test) (ASTM E-84). The Code attempts to limit the
relative rate of flame propagation and smoke development on wall and ceiling surfaces.
(Note:
applicable.)
The Gode provides three classifications based on the Flame Spread Index {FSl) and
Smoke Developed Index (SDl):
Class A Fsl 0-25 SDI 0450
Class B FSI 26-75 SDI 0450
Class C FSI 76-200 SDI 0-450
lncidental and Trim Finish - Wall and Ciiling materials, which represent 10 percent or
less of the total wall and ceiling surface area can have a Class C rating when tested to
NFPA 2SS and can be installed with Class A and B materials without reducing the
classification of the total space.
http ://www j ohnsonite. com/techdata/section2A{FPA I 0 I C FITM
(GSA) (DOD), AlA. and other specification oeneratino qroups are eliminatinq anv
reference to this requirement in reqard to lnterior Floor Finish materials since it ls not
5/10/2002
!
National Fire Protection Association Life Safety Code l0l Page 2 of 2
Johnsonite Resilient Wall Bese and Reslllent Mouldings, which are wall mounted, meet the requirements of a
Ctass C ratlng and typically lepresenl less than 10% of tho total wall and ceiling surface area, therefore; mecl
the requirements for Incidental and Trim Finish.
. Ravlrlqr 4, RelflEod Augult, 19s
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,,
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Specifications, Product Testing and Terminology Page I of6
^ SPECIFICATIONS, PRODUCT TESTING and TERMINOLOGYv
The following synopsis provides a review of various material and final product testing,
which is performed on our producls, as well as, many of our compelitors.
Frequently, we experience a situation where confusion resulls from the lack of
familiarity or inaccurale interpretation of terminology, product testing, and product
specifications. This document was developed with the intent to provide a "laymen's"
knowledge ofthe lechnical andior analytical aspects of product testing and
terminology and its significance to our products.
Specifications:
Rubber Floor Tiles:
Federal Specification #SS-T-31 2b and the new federal replacement specification,
F-1344, developed by the ASTM, provides dimensional and performance criteria for
product acceptability.
The SS-T-312b requires that all tiles, both pattern and smooth, be produced to a
total thickness lolerance of +/- .005".
The ASTM F-1 344 permits a tolerance of + .015"1 .005" for pattern tile and
+/- .005" for smooth.
SS-T-312b, Type ll, Rubber tiles must have a durometer or hardness nol less than
90 and a modulus at 10% elongation not less than 400 pounds per square inch (psi).
The F-1344 permits a hardness not less than 85.
Most specifiers in the commercial and military communities continue to reference
the "older" Federal Soecification SS-T-312b. All Johnsonite rubber floor tiles meet
both specifications.
Solid Vinyl Floor Tiles:
ASTM F-1700, Standard Specification for Solid Vinyl Floor Tiles provides dimensional
r. and performance criteria for product acceptability. Due to the wide variety of solid
vinyl floor liles currently available on the market, the specification's classification
structure includes lhe following classes and types:
Class | - Monolithic;
Type A - Smooth Surface orType B - Embossed Surface.
Class ll - Surface Decorated;
Type A - Smooth Surface orType B - Embossed Surface.
Class lll- Printed Film;
Type A - Smooth Surface or Type B - Embossed Surface.
The specification provides dimensional tolerances for size of +l- 1116" (0.4 mm) for
12" x 12" (30.5 mm x 30.5 mm) tiles and a thickness tolerance of
+/- .005" (0.13 mm). I
http : //www.j ohnsonite. com/techdata./section2/TERMS. HTM 5/10/2002
Specifications, Product Testing and Terminology
The specification also includes requirements for flexibility, residual indenlalion,
chemical resistance, squareness, and dimensional stabilily.
Johnsonile Safety Stride Solid Vinyl Floor Tiles are Class l, Type B products and
conform to the requirements of this specification.
Rubb'er and Vinyl Stair Treads:
. Federal Specification RR-T-650d, Composition A (Rubber) or B (Vinyl),
Type 1 (Smooth) or Type 2 (Designed) addresses the dimensional criteria of the
product. The only performance requirement is for rubber hardness of 90 +/- 5.
ASTM is curently in the development stages to replace this specification and is
expecled to be completed in the next two (2) years.
The dimensions and lhickness of the treads are the manufacturer's standard or as
specified in the order.
Length and width tolerances shall be +l- 1t8" (except rubber treads, which are
permitted to be longer) and a thickness tolerance of +l- 1132".
All Johnsonite rubber and vinyl treads meet the dimensional criteria of the
specification.
Rubber and Vinyl Wall Base:
Federal Specification SS-W-4Oa, was cancelled by the General Services
Administration in October of 1995. lt has been replaced by ASTM F-1861 , Standard
Specification for Resilient Wall Base which is a dimensional and material
performance specifi cation.
The new ASTM specification provides for three types of malerials:
Type TS - Rubber, Thermoset
Type TP - Rubber, Thermoplastic
Type TV - Vinyl, Thermoplastic
wall base height tolerance is 1% the nominal height of the wall base. The thickness
tolerance for .080 gauge wall base is + .015Y- .005" and for .125,'(1/8,,) is +/- .015,'.
(Note: Johnsonite manufactures .080 gauge wall base to +A.005,'and
1/8" to + .005Y- .015".)
The length of the wall base cannot be less than as specified on the package.
The angle ofthe cut cah be 90 +r5 degrees.
The material must pass lests for flexibility, resistance to staining and light aging,
chemicals, and dimensional stability.
Johnsonite Rubber and Vinyl Wall Base meets the dimensional and material
performance criteria of the specification.
Vinyl Mouldingsl
http ://www johnsonite. com/techdata/section2/TERMS. HTM
Page 2 of 6
5/10t2002
Specifications, Product Testing and Terminology
The manufacture ofthese products is not governed by any known specificalion.
They are specialty products.
Terminology and Product Testing:
Hardness (Durometer): This test is performed to the requirements outlined in
ASTM D-2240 and utilizes a hand-held instrument called a "Shore" gauge. The
gauge consists of a spring-loaded indentor and has a scale reading from 0 to 100
The indentor is applied lo the surface of the test material and the hardness of the
material is obtained from the reading on the scale.
The higher the reading, the harder the material.
Hardness testing is used primarily to classify materials and no simple relationship
exists between hardness lesting and indentation or any fundamental property of the
material.
Hardness readings are'also used as conlrol measures to ensure that lhe proper
amount of oils and/or plasticizers have been entered into the material formulation.
Without these oils and plasticizers, the product can become much stiffer and difficult
to manipulate, as in the case of forming wall base corners.
Tensile, Elongation, and Modulus: These tesls are performed to the requirements
oullined in ASTM D-412 and pruvide infonnation regarding the elastic properiies and
uniformity of the material composition. The tesls are performed on a pulling apparatus
or Inslron, utilizing stamped specimens developed from finished products. The test
specimen is placed in the machine and the amounl of force to pull it apart and
eventually break the material is recorded on a chart recorder.
Tensile values are recorded in pounds per square inch of force required to pull the
material until it breaks.
Elongation values are recorded in the percentage of stretch the material can
withstand before breaking or in simpler terms, if the specimen is 1" long before
testing and breaks at 2", the elongation would be 100%. lf 1 " long and breaks at
3", the elongation would be 200o/o and etc.
Modulus values are obtained by determining the pounds force to pull the
specimen 100% its pretested length or as required by the specification.
Example: A rubber band requires very little force to pull apart, therefore; its tensile
value would be very low, but its elongation would be high, since you can slretch a
rubber band several times its original lenglh.
Abrasion Resistance: This test is performed to the requirements, as outlined, in
ASTM D-3389 and uses a piece of equipment called a "taber abradef'. A 4" x 4'
product sample is weighed and then mounted into the machine. The machine is
equipped with a motor drive, which abrading wheels are attached. Based on the
specification requirements, the abrading wheels are weighted and the machine is
cycled for a specific number of cycles.
Afler the test is completed, the sample is reweighed to determine the amount of
material loss on the specimen.
http://www.j ohnsonite.com/techdata/section2/TERMS. HTM
Page 3 of6
5/1012002
Specifi cations, Product Testing and Terminolo gy
This test is an altempl lo determine the wearability of a finished product, but due to
the wide range of variables in actual installation environments, there is no direct
relationship between the test results and the longevity of a product. The test results
can be used to classify and compare similar products only.
The tesl results are given in grams loss per cycle or revolution. The lower the value,
the better the wearability. (Note: Typically the harder the material, the lower the
abrasion value. The wearability of a product is contingent on many other lest values.
i.e.: resiliency, indentation, tensile strength, elongation, and etc.
Indentation: This test'is performed to the requirements, as outlined, in ASTM
F-1914, Standard Test Method for Short Term and Residual Indentation of Resilient
Floor Covering and provides a reference to the resiliency of a product and reported in
the pdrcentage of mass loss or compressive state of the product after lesting.
The test is performed with actual production specimens. The specimens are mounted
into the test apparatus and a weighted load is applied to the surface of the specimen.
The load is mounted alop a 114" diameter foot, which conlacts the specimen. The
load is applied for 10 minutes and then removed and the depth of the depression is
measured lo determine the initial indentation of the material. The specimen is
measured again t hour laler to determine the residual indentation or the material's
capability to recover from a load.
These values lypically relate to dynamic loading such as a high heel shoe applied to
the product's surface and its ability to recover from the load.
:
The lower the residual indentation percentage value, lhe belter resiliency of the
producl.
Static Load Limit: This test is performed to the requirements, as ouilined, in
ASTM F-970 and was developed lo determine the resiliency of a product when
subjected to heavy loads and the product's capability to recover when lhe load is
removed.
The thickness of an aclual production sample is measured and then a weighted
1-118" diameter spherical foot is placed on the product's surface for a determined
amounl of time. The amount of weight and time is determined by the speciflc product
specification.
The 1-118" diameter spherical foot is typical of most commercial furniture, appliances,
and mbchinery found in many commercial and residential environments.
When the test time requirement is satisfied, the load is removed and the product is
allowed to relax for a period of twenty-four (24) hours. After the relaxation period, the
product thickness is once again measured where lhe foot made contacl to the
product surface. The difference between the initial thickness ofthe product and the
thickness after the test provides the total amount of permanent indentation the
product has incuned as a result of the testing.
Most of the specifications developed for rubber and vinyl flooring products have
adopted an 125 pound load for a period of one (1) hour as the criteria for the test.
This load would represent a piece of furniture or an appliance with a total weight of
500 pounds based on lhe assumplion that the furniture or appliance is supported
with four (4) feet.
:
http ://www.johnsonite. com/techdata/section2/TERMS. HTM
Page 4 of6
5/10t2002
Specifications, Product Testing and Terminology
Coefficient of Friction: The federal and industry standard for testing coefficient of
friction or the slip resistance of a surface is tested to the requirements, as outlined,
in ASTM D-2047, which utilizes a friction measuremenl machine, commonly referred
lo as the James Machine.
The test utilizes a shoe sole grade lealher material attached to a weighted plate. The
leather material is pulled across the surface of the specimen and the friction
resistance is recorded on a graph.
The test procedure is designed for determining "dry" coefficient of friction
measurements only, but many manufacturers perform the tesls by applying a mist
of water to the specimen surface and obtain "wet" friclion values for their products.
Due to the wide range of probable variation due to the lack of any specifics relating
to water application to lhe specimen surface, the "wet" values should be considered
only as reference values.
The Federal Standard for flooring materials and floor finishes is 0.5. This value of not
less than 0.5 meets the requirements for compliance to Rule 5 on "The use of terms
slip retardant, slip resistant, or terms of similar imporl," of the Proposed Trade
Practice Rules for the Floor Wax and Floor Polish Industry as issued by lhe Federal
Trade Commission on March 17. 1953.
The A.D.A recommendations are 0.6 for accessible routes and 0.8 for ramps, but
were developed utilizing an apparatus and test method not currently recognized in
the industry. Since the release of the A.D.A. document, several committees have
meet with the A.D.A. and requested clarification. The outcome of the meetings
resulted in the A.D.A. recognizing the ASTM D-2047 test method and federal
standard of 0.5 for defining the term "slip-resistant surface", as listed in section
4.5 General and Floor Surfaces. The values of 0.6 for accessible routes and 0.8 for
ramps are recommendations and will be eliminaled from future revisions.
Most.manufacturers involved with the ASTM Resilient Flooring subcommittees,
responsible for developing flooring specifications and lesl procedures, have adopted
this procedure (D-2047) when reporting coefficient of friction resulls for their
respective products.
These specifications relate to Johnsonile's rubber tiles, vinyl tiles, rubber and vinyl
stair treads. Johnsonite's rubber products exceed all requiremenls. Vinyl liles, treads
and nosings exceed lhe recommendations for ADA accessible routes, but not ramps.
Fire and Smoke Product Testing:
Critical Radiant Heat Flux: This test procedure was developed for testing the
resislance of flooring materials to support a flame and is tested to lhe requirements,
as oullined, in ASTM E-648. The test is performed with actual product samples.
The test specimen, measuring 10" wide by 41-112" long, is glued to a reinforced
concrete board and placed in the testing apparatus. The radiant heating panel is
positioned at an angle of approximately 45 degrees lo the specimen. The specimen
is exposed to radiant heat for a specified time and the amount of watlage is
calculated to determine how much radiant heat is required lo produce a flame on
the material. The test is performed three (3) times and the average of lhe tesls are
used for reporting critical radiant heat flux of a material in watts per square
centimeter.
Page 5 of6
5/1012002
Specifications, Product Testing and Terminology
Class I applications require a minimum of 0.45 watts/sq. cm. and
Class ll require 0.22 watts/sq. cm.
The higher the waltage value, the more heat and time required for the sample to
supporl a flame.
All of Johnsonite's rubber and vinyl tiles, rubber stair treads, vinyl stair treads and
nosings exceed the requirements for Class I installations.
Flame Spread Index per ASTM E-84 (Steiner Tunnel Flame Test): This lest is for
determining the burning characteristics of wall and ceiling materials. Unfortunately,
many specifiers confuse this requirement with the ASTM E-648 Crilical Radiant Heat
Flux test for Inlerior Floor Finishes. The Steiner Tunnel Flame Test (ASTM E-84) is
only required for Interior Wall and Ceiling Malerials.
Due to the number of incorrect product specifications, the federal governmenl
developed a task group in 1997, in conjunction with the GSA, DOD, AIA and many
olher military and civilian specifying organizations, to eliminate any reference of this
lest requirement in Interior Floor Finish specifications.
The lest procedure utilizes actual production samples, measuring 24" wide by
24'lohg, are glued to a reinforced concrete board and suspended from the ceiling of
the tunnel chamber. The samples are exposed to a high-inlensity flame, similar to a
blow torch, for a specified time.
lf the samples ignite, the flame duration and smoke generated is monitored and
calculated into a flame spread index and smoke developed index.
The classification of products is as follows:
Class "A" = Flame lndex of 0 to 25
Class "8" = Flame lndex of 26 to 75
Class "C" = Flame Index of 76 to 200
All classes musl have a smoke developed index less than 450.
Page 6 of6
Johnsonile hopes this document has provided the information and clarification
required t0 assist in proper product selection, but if additional information is required,
please contact your local Johnsonite distributor or Johnsonile Customer Service at
1-800-899-8916 for additional assistance.
Revision 5, Released January, 2001
51t012002
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CONTRACTORS FOR:. Stone Masonry Marble Granite
Stucco Plaster Concrete Flatwork
Decorative Concrete
_ Water Features Fireolaces
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.es & Benefits
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on lhe Job site
Polyrner-modified
Excellent adtesion; increases ijurabili-
ry and freeze/thaw resislance
High polymerl cement ratio
lmproved flexural streng(h
resasts cracking
Creamy smooth co|lsistency
irowels on easily. increases job sile
procluctavity
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Allows sullstrate lo brcalhe nar!16lly:
resists blisrers causccl b/ rapDec
vapor
High build
Appry to Za rn a s,nqie pass; teooi
savrn9s
Factory hlended Portland cemenl
Ass!fes pedonnance mtx retio
low cement ratio
Less alkalinity.less hee linre.
less elilorescence
Eagged powder product
Less solid wasle lhan pails: freezing
or0tection nol fequired prior to lse
No deterioratiDn @ 60 cycles,.r1.01
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DENVER VAIL ASPEN
T.ETTE,R OF TR ANSMITTAL
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> 30 - 0ypsum Shcarhlng"
> 15 - EPS Board*
> 100 - Concrere Block
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> 100-Concrete
.andardlmpactClassificarion Pass
28 days
28 days 770153091
MEMBER:
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Marble Institute of America
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Sto Essence
Finishes
Technical Data
ItSr NE5UU5
307 Sto Swirl Finish
306 Sto Medium Sand Finish
310 Sto Fine Sand Finish
Division 7
sla fssence iinishet arc rea{ii.
nixed, acrylic-based enerior cr
inteior texirrc i;:tithes tlstd as a
deoraiive anC pruetive wall co,1!.
itg cver prepar4li gs!'tcrete, ndson4,
aitd piater tubsi?res a d ii 5b
ixteriot Insulation a!)d Fin;tli
SysIems.
Features & Ben efits
Vapor permeable
Allo\,r/s substrate lo breathe naturallv:
resists blislers (aused by rrapped
waler vapor
Surface Burning A5TIVl 8.84 < 25 Flame Spread 0
< 450 Smoke Developed 5
flexibiliry ASTM D.522 4" Mandrel bend
Water Vapor Transmission
(U.5. perms)
ASTM t-96
Method-B
28 days Moisture resistant
Repels wateri lesists winri driven rair",
A(celerated Weathering ASTM G-53 2000 houa No deleterious e{fecs @3000 hls Water-based
safe, non-toxir: deans up wilh yl,/arer
Chalk Rating ASTi\4 D42l2 5000 homs 8 (10 = best on scale l- 10)
Yellowness Index AsTM E.3] ]5000 hours 0,58 (0 = no change, 2 = barely
discernable change)
Freeze-lhaw Resistance EIMA 101.01 60 Cycles No delelerious effecrs @ 60 cKles
l/lild€w Registance ASIM 0.32 73 No gro\Mh @28 dayt No growth @ 28 days
5.rll !pray Resrstance ASTIV B.I 17 300 hours No deleterious effects @ 300 nours
Wind Driven Rain Fed n-C 5558 24 hour drivino rain No water peneration
Water Resistance A5TN,I D-2247 14 Days No deleterious effecb @ 28 dav5
Abrasion Resislance ASTM 0"968 528 qt. sand No cracking, checking or loss of film
integrily @ 528 q6.
Tensile AChesion (psi)EllvlA l0l.0l No failure on lhe ilFS pass
adhesive. base coat or
finish. Minimum 5 psr.
ASTM C-297 28 days > 80 to concrele
Fire Resisrant nStM t-ttg No effect on.fire pass
resistance raling of
existing rated arsembly
www.stocorp.com
Sto Essence
Finishes
107 Sto Swirl Finrsh
305 Sto Medium Sand Finish
110 Sto Fine Sand Finish
Coverage
5to Swirl tinishr 130-150 fl' ( 1 2.1- 13.9 mt)
oer oail
5to M€dium Sand: 120-140 ft'(11.1-13.0 m')
per parl
5to Fine 5and Finish: 140-170ft'(13.0-15.8m,)
per pail
Coverages may vary depending on applicalion
technique and surface conditions.
Packag ing
70 lb. pail (32k9)
5helf l-ife
l2 monrhs. if properly stored and sealed.
Storage
Prorect lrom extrerfle neat, ireezing and direct
suniight.
Surface Preparation
Concrete and masonry surfaces: Surfaces
musl be free of all bond-inhibiting malerialt
including din, efflorescence, form oil and other
foreign mater. Loose or damaged material musl
be removed by warerblasting, sandblasting or
mechanlcal wire brushing and repaired. Avoid
acclication over irregular surfaces Resurlace,
patch or level surfaces to reouired tolerance and
smoothness with appropriate 5to leveling mate-
rials. Refer ro ASTM D'4258 and ASTtvl D-4261
for complete details on merhods of preparing
(ementitious substrates for coatings.
sto Exterior Insulation and Finish Systems
(ElF5): Surface musr be free of all bond.
innibiting mat€rials.
Gypsum wallboard surfa(es: Wallboard musr
b€ laped and fasienefs sponed u/rth joint com-
pound. Re{er to A5TM C-840 and gypsum lvall.
ooarc manufac:u,er's literature. S,Jrlace musl
be free ol dust. di11 and other bond-inhibiring
materials. Sur{ace must be primed with
approoriate Sto Primer.
Mixing
l,4ix. with a clean. rustJree electric drill and pad-
dle to a unilorm consistency. A small amount of
(leao waler may be added ro aid workabilily.
timit addirion ol warer to amount needed to
acnieve the finish lexture
Application
Trowel: Appiy sto Essence Finishes with a clean
stainless sleel trowel to a rough thicknesi slight-
ly more than the largest aggregale siz€. Use the
trowel to scrape the material down a uniform Io
tnicknegs no greater that the largest aggregate
Health & Safety
Health Pre(autions
Produ(t rs \,varer-based. As with any chemr(al
cons(ruQron Orodu(t exercise care !41-en nan.
dling.
Satety Precautions
Use adequare v€nlilation. Safety goggles and
protective gloves are recommended. Remove
contaminaled clothing immediately.
First Aid
SKIN CONIACI Wash lhoroughly ,r/ith roao and
water.
EYE C0NTACi Fiush 'mmediately wrrr r;iqr ior
l0-15 minure5 and contac a physi(ian.
RESPIRATORY PR0EtElVS: Remove affected
person to fresh air immediately and (ontaci a
physician.
HY6IENE:Wash hands immediately after use
vVash clothin_o before re-use
5 pills
Collect with su[able absorbenr m.ieriai su(h as
conon rags.
Disposal
Dispose 01 in a(ccrdance with local. slare oi
Iederal regulaiions.
Warning
KEEP CONTAINER CTOSED WHTN NOT iN Usi,
KEEP OUT OF REACH OT CHILDREN. NOT FOR
INTERNAT CONSUMPTION. FOR INDU5iRIAi
USE 0NLY Consult the Malerial Safeiy Dara
Sheet fo' 'unher heatth and saie'l ;nicrn - rjo '
LIIvIITED WARRANTY
THIS PRODU(T 15 SUEJECT ]O A Yi Rii i :N
Ut\4tTED \r/ARRANIY U/HtCl.l CAfr 8E CS fAti.l:D
fREE 0F (HARGi FR0M: 5to Corr'r., Eo)i.11609
Atlanta, CA 10136-5609: Tel ,loa.3116 1665
Fax 404'146--l I I9.
Sto Corp.
P0.8ox 4460-0
Atlanta. CA 30316
iel: 404-146-1666
Toll Free: 1 -800-22 1-2197
Fax: 404-146-l1 19
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size. use the trowel lo s(rape the material down
a uniform thickness no greater than the largest
aggregate size. Achieve final texture by floating
with the appropriate trowel in a figure eight
motiont stainless steel trowel for Sto Medium
Sand and 5to tine Sand (pebbled texlure {inish)
and plastic float for 5to Swirl Finirh (rilled tex-
ture).Once applied, the working lime is up to
20 mjnutes depending upon material, ambient
temperatures and surf ace conditions.
Spray: Apply Sto [ssence Finishes with a hand-
held gravity-leed hopper-type sprayer, texture
spray pump machine. or other appropriate
equipment. Apply even coat lo ensure full rover-
age of the surface (Soray application is noi rec-
ommended lor 5to Swirl Finish.)
IMPORTANT. Apply finish in a contrnuous appli.
cation, always working ro a wet edge to elimi-
nate cold joints. Minor shade variations may
occur from batcn to batch kefer ro batch num-
ber on pail). Avoid installing separate batches
side-by-side and avoid applicalion in direct sun-
light.
Protect from rain and lreezing untrl (on''plerely
d ry.
Luflng,uryrn9
5to Essence Finishes dry overnight under normal
conditions. Drying time varies lvith temperature/
humidity and surfare conditions
Clean Up
Clean tools and equipment with v,rater immedi-
ately after use Dried material can only be
removed mechanically.
Limitations
U9e sto Essence Finishes only rvhen surface and
ambaenl temperatures are above 40' F (4' C)
during application and drying period. Dark col,
ored iinishes are not recommended for use over
Ixrerior Insulation and Fjnish Systems (ElF5).
Select finish colors with a lightness value 0f 20
or greater when usecl as pan of an flt system
sto Essence Finishes should not be used 0n
v,/eatherexposed horizonlal, below grade or
water immersed surfaces.
5loped surfaces: minimum required slope is l:2
(27') and maximum widlh is 12" (100 mm).
Increase slope for northern climates to prevent
accumulalion of i(e/snow and water on sudace.
Periodic inspection and increased maintenanre
of coating may be required.
5P155 l0/ o"c 3.1/00.e? 02 1000 vfli ;6C9
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application in walls for which heavy demands are
made in fire safety of premises. Glass brick walls
resists in the case of fire more than 60 minutes without
any integrity failure.
PreviouslHomelNeX
Dweloped By KSwebstudio.
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Vetroarredo Gallery.Page 1 of I
lhtnn Elass Hnuks lm.
ll you need any lurther inforrnation about our glass bloch
please cull us (973!537-6000. lax us 19731361 '4460.
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Developed By KSwebstudio.
Vetroarredo offer the following advantage:
Thermal insulation, a fundamentalfactor in
today's world where energy saving are
prime requisite.
Acoustical insulation, for better protection
against noise.
Elimination of condensate, to prevent the
glass from misting and humidity from
accumulating on the walls.
Fire resistance, ihat makes it possible meet
strin gent safety standards
High resistance to acids in aggressive
^^.,i.^^a^^{-tttIv (Jt!|tgtttJ
Frostproof, so it can be used outdoors in
various climatic conditions
High mechanicalstrength make it possible
to build horizontal, pedestrian bearing and
vertical structures
Easy, low cost maintenance, and absolutely
sanitary
High transparency to allow natural lighting
in rooms that do not open to the outside.
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glass block, glasspanel, blocks Page I ofl
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glass block, glasspanel, blocks Page I of2
F'RE RES'STANCE AND
REACTION
Considering that glass, by nature, tends to break quickly when subjeted 1
thermal shock, structures made of Vetroarredo glass blocks offer a good lt
of safety. In fact, they create a valid fire barrier since they are subjected 1
quality controls that raise the mean resistance standard. The purpose of t
tests is to veriff the panel's stability, its hermetic qualities and thermal
insulation over time. Reaction to fire is the degree to which a combustibl
material reacts to fire. Materials are divided into six categories from
incombustible, that is fire-proof to highly flammable. Glass products are m
of minerals and belong to class 0 that is, inco4qQqstlUe lnatqrials.
CERTIFIED FIRE RESISTAN
CLASS (minuutes
CERTIFIED FIRE RESISTANCE CL/
Pare - Flamr
ln
cord
witl
90
60
In accordance with
Italian Ministry of the
Interior circular N"91
test specimen
Dimensions
Vetroarredo (cm
19X19X8
19X19X8
ngle panel
24X24X8
24X24X8 sat.
24X24X8
ngle panel
ngle pane!
15
15
30
Dimensions
, Vetroarredo (cm
Test specimen
Coupe - feu
19X19X8
24X24X8
ngle panel 15
15
httn://www.vetroarredo.com/Pases/e carsicur.html 511012002
glass block, glasspanel, blocks Page2 ofZ
: NTERNALPRESSURE
The pressure inside Vetroarredo glass blocks is lower than atmospherir
pressure. Therefore, in the event of breakage, the glass fragments tend t
converge towards the inside of the glass block instead of projecting outwa
ThiJ is vitally important when it comes to limiting damages and injuries
Dimensions (cm)
Surface design
and commercial name
Certified medium
absolute pressure (mbar
19X19X8
wavy (O)
smooth (T)
=440
=437
24X24X8
ffil
IS!!OL
=397
=4O4
30x30x8
wavy (O)
smooth (T)IL
=384
=359
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block florence, block italy, glass design , glass design florence, glass design italy, glass italy, glass florr
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LINOLEUM FLOOR
MARMOLEUM. REALIFRESCO/VIVACE
1. PROPRIETARY PRODI.'CT NAME / MANUFACTURER
1.1 Proprietary Product: Marmoleum RmliFrescolVivace Marbleized
Linoleum Sheet Resilient Fl00r Cov€ring.
1 .2 l\ranufacturer:
Forbo Linoleum, Inc.
Humboldt lndustrial Park
Hazleton, PA 18201
Phone: (800) 842-7839
(s70) 459-0771
Fax: (570) 450-0258
1.3 Proprietary Product Description:
1.3.1 Constructi0n: Marmoleum is a homogeneous fl00r covering made
of primarily natural materials c0nsisting of linseed oil, wood flour, rosin
binders. dry pigmen6 mixed and calendered 0nto a naturaljute backing.
1.3.2 Physical Characteristics: (dimensions are approximate)
Width ...., 79" (zMeters)
Lengh .. . . 105 Linear Feet (32 Meters)
Gauge ., , . l/10" (2.5 mrn)
Backing,..Jute
2. PRODUCT PERFOWANCE AND TECHNICAL DATA
2.1 Fede'al Specif ications:
ASil/ F2034 Slandard Specification for Linoleum Sheet Flooring
Meets or exceeds performance characteristics 0f LF-475A.
l\,|leets or erceeds National Building Code of Canada 1g8o-Section 9.31.5,
[,,leets or exceeds National Defense Canada-Schedule 010000-09666-01 .
2.2 Static Load Limit:
ASI]U F-970 - 450 Pounds Per Square Inch.
2.3 Slip Resrstance: Meets or exceeds Feoeral Standards and A.D.A.
recommeidations o[ .6 f0' flat surfaces.
2.4 Flexibllity: Will not crack or brmk when bent around a 1.4' (35mm)
diameter cylinder (See Table ll of ASTM F2034 when tested in accoF
dance with.ASn/ F137).
0
2.5 Fire Resistance:
2.5.1 ASTM E-662/NFPA 258 (Smoke Density)-4so or less.
2.5.2 Asllvl E-648/NFPA 253 (Critical Radiant FluD-class 1,
2.5.3 F.M.V,S.S.-302-Meets or exceeds,
2.5.4 CAN/UCL - S 102.2 - M88 Flame Spread Rating and Smoke
2.6 Resi$ance to Bacteria: Marm0leum provides a self-sanitizing quality
in the form of a bactericidal effect. Tests indicate that Marmoleum has a
sterile zone around the material, inhibitinq contaminanls such as
staphylococcus aureas.
2.7 Cigarette Resi$ance: Marmoleum resists cigare(e burns. Burning
cigarettes will lmve only a brown mark, which can be rubbed out using
steel wool or a scouring pad.
2.8 Chemical Resistancer ExDosure time one hour.
Diluted Acids - Sulfuric, Nitric, Hydrochloric, Acetic,
Lactic, Citric .. .No effect
Sodium l-lydroxide . . .. .Softening
Ammonia, . . . . . . .Poss Softening
Soda Solulion, Soap Solution (Slightly Alkaline) . . .No dfucr
Gasoline, White Spirit, Parafin, Benzene, Toluene, Methyl Alcoh0l,
Methyl Ethyl Ketone, EthylAcetate, Elher, Acetone . . . . . . .Poss Dulling
Mineral oil, vegetable Oil, Animal Fat . .No decl
Blood, Urine, Excrement , . .N0 effect
Lipstick.. ....No dfect
Formaldehyde, Hydrogen Peroxide 3Yn...... .....No dfect
Hot Chili Pasle, Shoe Polish, lodine... . . . . . . . . .Shining
Betadine..
Silver Nitrate
Bitumen .
Methylene 81ue ......,..
saltwater . ....Nodfecl
**Marm0leum is NOT resistant t0 prolonged exposure t0 high alkalis.
2.9 Light Fastness:
Light fastness 0f at least 6, depending 0n color. (Blue scale maximum
is 8), Refer ro ASTM F2034.
2.10 lmpact Sound Reduction: 6 dB.
Meets 0r exceeds ASTM 492 for lrnpact lnsulation,
2.11 Ca$or Resistance:
During 25,000 cycles of 3 wheels each loaded with 66 lbs.; n0 damage.
3. INSTAIIATION
3.1 lhe installation of Marmoleum flooring should not bEin until the
work of all other trades lEs been completed, especially overhead lrades
Areas should be cleaned, fully enclosed, weathertight with the perma -
nent HVAC system set at a minimum 0f 68' F (20'C) for a minimum of
72 hours prior to, during and after the inslallation. Ihe flmring material
should be conditioned in the same manner. Areas to receive flooring
shall be adequately lighted to allow for proper inspection of the sub-
straight, installation and seaming 0f lhe flooring and for final inspedion.
Wood floors stnuld be double construction with a minimum thickness ol
1 inch. The floor must be rigid, free from movement and have at least
18' of wellventilated air space below. Floor mverings cannot be
inslalled over wmden subllmrs built on sleepers over, on, or below
grade concrete floors. Floors shall be smooth, flat, level, permanently
dry, clean.and free of allforeign material such as dust, paint, grease,
oils, solvents, curing and hardening compounds, sealers, asphalt and
old adhesive residue. Concrete shall lnve a minimum compressive
strength of 3500 psi. Patch and repair minor cracks and other imperfec-
tions with portland-base patching compounds. D0 not inslall floor corv-
erlngs over gypsum-based leveling or patching compounds. Floorcov-
ering should not be installed over expansionjoints. Enpansionjoint cott-
ers compatible wih the floor covering should be used, lt is essential
that moisture tesls be taken on all concrete floors rqardless 0f the age
0r grade level. The test should be a calcium chloride te$. one test
should be conducted for every 1000 sq, ft. of flooring (minimum of 3).
The test shsld be corducted around lhe perimeter of the room, at
columns and where moisture may be evident. Ihe moisture emission
from the concrete shall mt exceed 5.0 lbs p€r 1000 sq.ft. in 24 hours. A
diagram of the area showing the location and results 0f each lesl should
be subm itted t0 lhe Architect, Genera I Contractor orEnd User. if the test
results exceed the limitations, the installation must not proceed until the
problem has been corrected.
3.2 Adhesive: Forbo Linoleum 1910 Adhesive (US) F0rb0 Linotack 414
(Canada). Lay material into wet adhesive. Trowel-1/16" square nolch.
Spread rate- appro)(. 150 sq.ft./gal.
3.3 Heat Welded Seams (OPT|ONAL; BUT RECOMMENDED): For seam-
less, hygienic, watertight installation requirements, use Marmoweld
color-matched welding rod as manufactured by Forbo. Welding rod
dimensions: 4mm diameter; C0il:'165 feet.
3.4 Flash Coving (OPTIONAL): Flash-cove Marmoleurn approximalely 4"
up wall (or desired height) at outside edges of floor covering. Use rec-
ommendd Forbo adhesive for coving application.
3.5 lnstallation Manual: Refer to Forbo Linoleum In$allation Manual for
comDlete installati0n requirements.
4. AVAILABILITY AND COST
4.1 Available through authorized Forbo Linoleum, Inc. suppliers through-
out North America. Contact Forbo Linoleum, Inc. or authorized supplier
for cost information.
5, WARRANW
5.1 Limited s-year $,ananty. For complete details, contact Forbo
Linoleum, lnc.
5. MAINTENANCE
6.1 After installation is completed, allow 5 days for adhesive to properly
bond and cure before implernenting initial maintenance procedures See
Forbo Linoleum's Maintenance Manual for complete details.
7, TECHNICAL SERVICES
7,1 Samoles: Submittal samples for verification and approval available
upon rEuest from Forbo Linoleum, Inc. Support Services. Samples
strall be submitted in compliance with the requirements of the Contract
Documents. Please fax all sample requests to (570) 450-0258 or visit
our website at www,forboLinoleumNA.c0m. AccepEd and approved
samoles shall con$itute the standard materials which represent materi-
als in$alled in the prqject.
7.2 For cunent Installation and Maintenance Manuals, Architect
SDecificati0m, Product Specifications and other technical data, contact
Forbo Linoleum's website at wlw.forbolinoleumNA com
60wMDW03/0'l
Armstrong Commercial Flooring
*
"rrno
r",1" r,iri:,ri::i
Category: Linoleum Floors
Product Line: Marmorette
Description: Features the fine marbling
characteristics of classic linoleum.
Physical Data
Product Attributes: 3 gauges for options in
performance and installed cost. 36 subtle neutral
and vivid accent colors for all commercial interiors.
Page I of I
Form(s):
Sheet
6.5 ft (2.0 m) Wide x 98.4 ft (30 m) Max. Length
Reference Specs:
ASTM F 2034
Standard Specification for Sheet Linoleum Floor
Covering
Fire Test Data :
ASTM E 648 Critical Radiant Flux Class l- 0.45 or
more wafts/cm2
ASTM E 662 Smoke DeveloDed 450 or less
Numerical flammability ratings alone may not define
the performance of the product under actual fire
conditions. These ratings are provided only for use in
the selection of products to meet the specified limits.
Static Load Limit:
ASTM F 970 (modified) 250 psi (17.6 kg/cm2)
Gauges:
0.080 in (2.0 mm) overall (nominal)
0.100 in (2.5 mm) overall (nominal)
0.125 in (3.2 mm) overall (nominal)
Durability:
0.080 in (2-0 mm) - Good
0.100 in (2.5 mm) - Good
0.125 in (3.2 mm) - Excellent
Maintainability :
0.080 in (2.0 mm) - Good
0.100 in (2.5 mm) - Good
0,125 in (3.2 mm) - Good
Resilience:
0.080 in (2.0 mrn) - Good
0.100 in (2.5 mrn) - Good
0.125 in (3.2 mm) - Very Good
Approximate Installed Cost (per Sq. Ft.):
Sheet
0.080 in(2.0 mm): U.S.: $3.00 to $3.50
0.100 in(2.5 mm): U.S.: $3.50 to $4.00
0.125 in(3.2 mm): U.S.: $4.00 to $4.50
http:/iwww.armstrong.com/commflooringna/print_a datalagejsp?item_id--355 5/9t2002
MATERIAT SAFETY DATA SHEET
I. PRODUCT IDENTIFICATION
Name: Armstrong / DLW Linoleum Products
Description: Oleoresinous Flooring
'r._--D.!P43tM_EM__o_r.I_B.1lIy.-9_B-r4I!_o-.U.!N.r_o.3M4IJ.9.t!..-._.Shipping name: Not Classified. Hazard Class: N/A. lD t: I'VA
EMERCENCY ONLY CONTACI CHEM-TEL -1.800-255-]924
I. HM|S mtnl
Health =0 Flammability = 1 Reactivily = 0
IV, PRODUCT CONTINI
requiremenls of Section 313 of SARA litle lll and 40 CFR 172. All
components are on TSCA inventory. This p.oducl does NOT contain asbestos.
Armstrong/DLW
Linoleum Products
Prepared 5/00 - Replaces 4/99
Armstrong World lndustries, lnc.
P.O. Box 3001
Lancaster, PA 17604
(7"t7) 396-2328 or (7171 396-2935
V. HAZAROOUS
(Chemical ldentitv; Common Name)
None
C.A.S. No.OSHA PEL
N,iA
DTSCRIPTION AND INCREDIENT IN
These oleoresinous flooring products are produced for residenlial and commercial use. They come in a wide variety of designs, styles, colon and sizes.
MISCELTANEOUS INIORMATION
Each of these products is classified a5 an "article" according to litle 29 of lhe Code of Federal Regulations, OSHA Part 1 9l0.1 200(c). Thev are fo.med
to a specific shape or design during manufacture, have end u5e functioff dependent upon their shape or design, and do nol release any hazardous
chemical under normal conditions of use.
VI. PHYSICAL DATA XII. SPECIAT PRTCAUTIONS
APPTARANCE: Malerial dependent. BOILtNC POINT (degrees H: N/A. VAPOR
PREsSURE (mm HB @ 20 degrees C): N/A. VAPOR DENSITY lAir = l): N/A.
PERCINTVOLATILE BY WEIcHT (30 min. @ 275 degtees F): N/A- EVAPORA-
TloN RATI (8utyl Acerate = l): N/A. SOLUBTLTTY tN WATER: N/A. SPEC|F|C
CRAVTTY (H20 = tl: N/A.
pH: N/4.
PRECAUTIONS TO 8E TAKEN lN HANDIINC AND STORACE: N/A. OTHER
PRECAUTIONS: l'.yA. WORK SITE ENVIRONMENT: Inttiallv there mav be a
potenlial adverse impact on indoor air quality within thegeneral work area dur-
ing the installation process. Therefore you should advise the building manager
or oher appropriale person that: . lt will be necessary to establish and main-
lain adequate ventilation of the work area, wilhout causing the entry of conta-
minants to other parls of building and . Persons wl]o are sensitive to odors
arrcVor chemicals should be advised to avoid the wo* area during this process.
x t. WARNtNC
i6E pR iViouSiy insiAllrDlf-at-o R eotiif ilC
DO NOT SAND, DRY SCRAPE, BEADBLASI OR MECHANICATTY
PULVIRIZE EXISTING RESITIENT FLOORING, BACKINC OR LININC
FELT. THESE PRODUCTS MAY CONTAIN IITHER ASSESTOS FIEERS OR
CRYSTALLINE SILICA. POSSIELE CANCIR AND RESPIRAIORY TRACT
HMARD BY INHAI.AIION. AVOID CRTATINC DUST. SMOKING 8Y
INDIVIDUALS WHO HAVE BEEN EXPOSED TO ASEESTOS FIEERS
CREATTY INCREASES THT RISK OF SERIOUS EODIIY HARM.
RFCI'S (Resilient Floor Coverint lnstitute) RTCOMMENDED WORK
PRACTICES FOR REMOVAT OF RESILIENT FLOOR COVTRINCS ARE A
DEFINED SET OF INSTRUCTIONS ADDRESSED TO THE TASK OT
REMOVINC ALL RTSILIENT TLOOR COVERING STRUCTURES.
xtv Noltct
Various Bovernment agencies have regulations Boverning the remolal of in-
place asbestos-containin8 materials. If you contemplate the removal of a
resilienl floor covering structure that contains (or is assumed to contain)
asbestos, you should determine whether such regulations apply.
The information presented herein is supplied as a guide to those who handle or
use this product. Safe work practices must be employed when wo*ing with any
materials. lt is important that the end user makes a determination regarding dte
adequacy of fre safety procedures employed during the use ofthis product
N/A - not aDolicable or not available
N/K - none knou,n or not kt\ow|i
VII. FIRE AND EXPLOSION HMARD DATA
FLASH POINT NiA. FLAMMABLT RANCE: LEL = NiA; UEL = N/A.
EXTINCUISHINC MEDIA: Water. SPECIAL FIRE FIGHIINC PROCEDURES:
Protect fire fightels from toxic products of combustion by wearing seltconlained
breathing apparatus. UNUSUAL FIRE AND EXPLOSION HAZARDS: None.
VIII. HTATTH HMARD DATA
PRIMARY ROUTE(S) OF €NTRV N/A. TARcEt ORCANS: l.UA. EFFECTS OF
OVEREXPOSURE: N/A. SKIN AND EYES: N/A. INHALATION: N/A.
CARCINOCENICITY: NTP: No; IARC Monographs: No; OSHA Regulated: No.
MEDICAL CONDITIONS CENERALLY AGGRAVATED 8Y EXPOSURE: N,(.
FIRST AID PROCEDUR€5: N/A. SKIN AND EYES: N,rA. INHALATION: N/A.
INGESTION: N/A.
IX. RTACTIVITY DATA
STABILITY: 1..I,/A. INCOMPATIBILITY: N/A. HAZARDOUS DECOM-POS TION
PRODUCTS: N/A. HAZARDOUS POLYMERITITION: N/A.
X. SPItt OR TEAK PROCEDURTS
5TEP5 IO BE TAKEN lF MATERIAL lS RELEASED OR SPILLED: N/A. WASTT
DISPOSAL MFIHOD: Dispose of in accordance with Federal, State, and Local
Waste Disposal Regulatiolrs.
XI. SATT HANDTING AND UST INFORMATION
VENTILATION: l.VA. RESPIRATORY PROTECTION: N/A. SK|N AND EYE
PROTECTION; N/A.
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MARMOLEUM,
FRESCO
?RCR
Barbados.
FOR ADDITIOl.IAL SAMPLES:
Tott Free 800-842-7839
tax 570-450-0258
EnaiL info@fl.-NAcom
www.forboLinoleumNA.com
fbd5olttitt||l|ri-
4
ernti.o for Business - Specifications Page I of2
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Technical Data
Slip
DIN 51130: class R9
ADA: pass
Residua I Indentation
EN 433: 0.04mm
Fed Spec SS-T-3128 Type 3: <BVo
Chemical Resistance
DIN 51958: very good
Fed Spec SS-T-3128
Type 3: very good
Sou nd Reduction
DIN 52210:4db
Light Stability
ISO 105 802: 7 or better
Dimensional Stability
EN 434: <O.257o
Fa.l q^a. qq-T-?1 tR
Type 3: <0.020" per ft
Flexibility
EN 435: pass
Fed Spec SS-T-312B Type 3: pass
Flammability
IMo 4653 (16): pass
DIN 4102: class B!
ASTM E648: 9.6 Kwlmz
ONORll 38O0/381O: class Q1/81
ASTM E84: flame spread 31
Wear Layer Thickness
EN 429:1.Omm
Wear Group Classification
EN 649: class 34.43
Castor Chair Resistance
EN 425: pass
Underfloor H eating
Su ita b le
NT Fire OO7: class G
BS 476 Part 7: class 2
Swiss: ciass 5.3
French: class M3
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Abrasion Resistance Thermal Resista nce
EN 660-1 (thickness loss): 0.077mmDIN 52612:0.021 Km2lW
''i:il: :::.: :! ii: : :i:::.:::::
1. Scopc
A. Furnish materials, labour, and other equipment necessary to complete vinyl tile flooring and related work!
as required on architectural drawings and/or Amtico Company Limited installed instructions.
2. Materials
A. The flooring shall be manufactured by The Amtico Company Limited (Amtico).
B. The manufacturer of the flooring must be acredited to both lso 9oo2 (Quality Management System) and
ISO 14OO1 (Environmental Management Syst€m).
C. Product: Shall meet or exceed the performance characteristics specified under BSEN 649. Thickness shall
2.5mm
Wear Layer shall be 1.omm in thickness
Style and sizes shall be as per the published Amtico Product Reference Guide.
3. Structural
A. Fire Resistance: Amtico products meet the requirements of the BS 475 Class 2 and DIN 41O2 Ctass 81.
B. Residual Indentation: The product will have a residual indentation of O.o4mm or less when tested in
accordanc€ with EN433.
C. Slip Resistance: The product, when tested to DIN 51130, will meet or exceed the R9 classification.
4. Preparation of Surface
A. For satisfactory performance, the surface must be cleaned of all foreign material which may be detrimenti
to the adhesion of the flooring. If patching or levelling is required a cementitious patch must be used.
B. Thoroughly sweep or vacuum surface before installation.
5. Installation of Material
A. Installation procedures should comply with BS 8203 (British Standard Code of Practice for the installataon
sheet and tile flooring) and be in strict accordance with The Amtico Company's published Technical Manual a
shall not begin until the work of all other trades has been completed.
B. Handle and store product according to Amtico recommendations. Leave material in unopened labelled.
original cartons until needed. Store at temperatures between 18"C and 27oC for at least 48 hours before,
during and after installation.
C- The adhesive \Nill be Amtico SF or Universal 2-part Adhesive. the appropriate Amtico adhesive is required
all installations involving Amtico products.
http ://www. amtico. com/nsie_business/specifi cations. asp 5t10/2002
Amtico for Business - Specifications Page2 of 2
6. lldntcn.nc.
A. After ths floor has b.en Install€d lt should be cleanod as p€r Amtico malntenanc. Instructlons.
-
,: ttltn.'h \u,+;;;;u;;;;;;;,"rr.##ffi ttiinti;iti';ti'nnt
http ://www. amtico. com/nsie_businesVspecifi cations. asp 511012002
. Mannington Mills: Commercial Flooring
o ffi y$ilHfl{-T,qT
CLOSE WINDOW
Page 1 of I
FIRE TEST DATA
COLLECTION TEST DATA
ArchlTextures ASTM E-648 Crltlcal Radiant Flux - 0,45 WATTS/CM2 or more, Class 1
ASTM E-652 Smoke Denslty - 450 or Less
BloSpec ASTM E-648 Crltlcal Radlant Flux - 0.45 WATTS/CM2 or more, class 1
ASTM E-662 Smoke Denslty - 450 or Less
Flne Flelds ASTM E-648 Crltical Radiant Flux - 0.45 WATTS/CM2 or more, class I
ASTM E-662 Smoke Denslty - 450 or Less
CustomSpec II ASTM E-648 Critical Radlant Flux - 0.45 WATTS/CM2 or more, Class 1
A5TM E-662 smoke Denslty - 450 or Less
Essentlals & Deslgner Essentlals ASTM E-648 Critical Radiant Flux - 0.45 WATTS/CM2 or more, Class 1
ASTM E-652 Smoke Densitv - 450 or Less
Insplratlons A5TM E-648 critical Radlant Flux - 0.45 wAfis/cM2 or more, class 1
ASTM E-662 Smoke Denslty - 450 or Less
Magna ASTM E-648 Crltlcal Radlant Flux - 0.45 WAfiS,/cM2 or more, Class 1
ASTM E-662 Smoke Densltv - 450 or Less
Mannlngton Assurance ASTM E-648 crltical Radiant Flux - 0.45 WATTS/CM2 or more, Class 1
ASTM E-662 Smoke Densltv - 450 or Less
LlfeLlnesd ASTM E-648 Crltical Radlant Flux - 0,45 WATTS/CM2 or more, Class 1
ASTM E-662 smoke Denslty - 450 or Less
Brushwork ASTM E-648 Crltlcal Radlant Flux - 0,45 WATTS/CMz or more, Class 1
ASTM E-662 Smoke Denslty - 450 or Less
lnsight ASTM E-648 Critlcal Radlant Flux - 0,45 WATTS/CM2 or more, class 1
ASTM E-662 Smoke Denslty - 450 or Less
http://www.mannington.com/commercial/technical/fi re detail.asp 5/1012002
Mannington Mills: Commercial Flooring Page I of I
-- MANNTNGTON
O l,f,it* (a,w,tA$:: FrrAl
closE wINDOW
STATIC LOAD LIMIT
COLLECTION TEST DATA
ArchlTextures
ASTM F-970lmodlfled, p.s.i. (k9/cm2)soo (35.2)
Blospec
ASTM F-g7olmodifled, p.s.i. (k9/cm2)700 (49.26)
Flne Flelds
ASTM F-g7olmodlned, p.s.l. (kg/cm2)s00 (3s.2)
Customspec Il
ASTM F-97olmodlfl ed, p.s.l. (kglcn2)100 (7.04)
Essentlals
ASTM F.970/modified, p.s.l. (kglcm2)75 (s.28
Insplratlbns
ASTM F-g7olmodifled, p.s.l. (kg/cm2)7s (s.28 )
l.lagna
ASTM F-g7olmodlfied, p.s.i. (kqlcm2)s00 (3s,2)
Mannington Assurance
ASTM F,970/modifled, p.s,l. (kglcm2)700 (49,26)
LifeLlnesn
ASTM F-g7olmodlfled, p.s.l. (kglcm2)700 (49.26)
Brushwork
ASTM F-g7olmodified, p.s.l. (kglcm2)7s (s.28 )
lnsight
ASTM F-970lmodlfled, p.s.l. (kglcm2)175 (12.32 )
http://www.mannington.com/commercial/technical/staticload_detail.asp s/10t2002
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'iAl-Ltri\l Sl!O i/ ASSCCIAl':S
SHEET
VTNYL CEILING
Armstrong Commercial Ceilings
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MElvIBE,R CENTE.F
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Page I of2
Fire Per
Depending or
llre-safe cons
compliance.
Fire Resis
The fire resisl
enlirety and il
the spread of
structural int€
Class A
Class A ceilin
less - lhe reql
applications.
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Performance Criteria -
Fire Resistance
Meet code requirements with
assemblies.
fire resistive ceiling
(Product Name or ltem Number)
co to Commercial Flooring Hom€ for
mor6 product types.
Armstrong Fire Guard Products:
Include specially formulated ceilings in a
variety of textures
Are the only Armstrong products approved
for UL assemblies
Even include specially designed
suspension systems
Local building codes, which require fire-safe
construction for many building applications rely on
two ratings to evaluate compliance:
r Flame spread rating of a material
r Fire-resislance rating of a construction
assembly
These ratings are based on ASTM standards, and
compliance is determined by several independent,
nongovernmental testing services such as
Underwriters Laboratories. lnc. Flame spread and
fire-resistance ralings are lwo separate lssues, and
they must be addressed independently in selection
http://www.armstrong.com/commceilingsna./performance_criteria fire_resistance.jsp
cErLhrGs
5t10/2002
:
Armstrong Commercial Ceilings Page? of2
o
i and specifrcation.
Fot more Informatlon, see:
Meet Code Requfuementsi
Wh Fire Resistive Ceifrno Assemblies.
Home I eomqorddrFroors | ffifffiJrJi,ElH.,,ffiraffi' cabrnets | | euutnrmsrror
o20ol Atrrufons- Al tlghts r$.rwd. I Trrms and Condltlons. I Priva6, Policv.
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http://www.armstrong.com/commceilingsna/performance_criteria_fire_resistancejsp 511012002
Meet Code Requirements
AssembliesWith Fire Resistive
Look For This lcon
idenufying Fire Guard
ceilings ttvoughot t this
catalog.
Flame Spread Rating of a Ceiling
Material (ASTM E a4)
The relative rate at which a flame will spread
over th€ surface of the material. This rate is
compared against a rating of 0 for inorganic
reinforced cement board and a rating of 100
for red oak. Class A ceilings have flame
spread ratings of 25 or less - the required
standard for nost commercial applications.
Armstrdng Fire
Guard Products:
. Include specially formulated ceilings
in a variety of textures
. Are the only Armstrong products
approve.d for UL assemblies
. Even include specially designed sus-
pension systems
Local building codes, which require
fire-safe construction for many building
applications, rely on two ratings to evaluate
comDliancel
' Flame spread rating of a matedal
' Fire-resistance rating of a ggn:kggtjo!
assemblv
These ratings are based on ASTM standards,
and compliance is determined by several
independent, nongovernmental testing ser-
vices such as Underwriters Laboratories, Inc.
Flame spread and fire-rcsistance rctings arc
two separate issues, and they must be
addressed independently in selection and
sDecification.
ASTM E 84 Tunnel Test vields flame soread and
smoke-developed indic6s
Fire-Resistance Rating
of a ceiling Assembly
(ANS|/UL 263 - ASTM E 119
and NFPA 251)
The degree to which (measured in hours) the
entire assemfily, not individual components,
withstands nre and high temperatures.
Specifically, it is an assembly's ability to pre-
vent the spread of fire between spaces while
retaining structural integrity,
The resulting fire-resistance rating relates to
the assembly in its entirety and is published
or classified in the UL Fire Resistance
Directory.
For Canada
Flame spread Rating
of a Ceiling Material
(CAN/ULC - SIO2M)
The relative rate at which a flame will spread
over the surface of the material. This rate is
compared against a rating of O for inorganic
reinforced cement board and a rating of 100
for red oak. The required standard for most
commercial anolications.
Fire-Resistance Rating
of a ceiling Assembly
(cAN/ULC - SlolM) and
ANS|/UL 263 - ASTM E 119
and NFPA 251
The degree to which (measured in hours) the
entire assembly. not individual components,
withstands fire and high temperatures.
Specifically, it is an assembly's ability to pre-
vent the spread of fire between spaces while
retaining structual integrity.
The resulting fire-resistance rating relates to
the assembly in its entireiy and is published
or classiFied in the UL Fire Resistance
Directofy.
188 Techline . I-877-ARMSTRONG . option :
Two types of fire-rated
construction assernblies pertain
to acoustical ceiling systems:
Roof/Ceiling Assemblies
Ceiling system, lighting, HVAC outlets and
other penetrants through the ceiling, the
plenum. roof support structure and roof
assembly including deck, insulation and
rooling system.
Floor/Ceiling Assemblies
Ceiling system, lighting, HVAC outlets and
other penetrants through the ceiling, the
plenum, structural system. subfloor and fin-
ish floor.
t|CIt ^tousllcrr
Use only Fire Guard
Products for
Fire-Rat€d Assemblies
Armslrong ceiling panels and suspension
s)6tems listed in fire-rated assemblles are
designated as Fire Guard products and are
identified with the Fire Guard icon through-
out this catalog.
Fire'Guard Ceitings are specially formulated
to provide enhanced resistance against
flame spread, smoke generation and/or
structural failure.
Fire Guard Suspension Systems have a
patented prenotched expansion telief to help
maintain structural integrity of the ceiling:
selecting the Right UL
Fire-Rated Assembly
1. Establish the hourly rating needed to meet
code requirements.
2. Determine the existing or planned building
el€ments, including structural, mechani-
cal, electrical and finish materials. in the
fire-rated assembly.
3. Refer to the Fire Resistance Rating
Summary on pages 190-191 to determine
the UL design numbers and ceiling sys-
tem products that correspond to the fire-
rated assemblies that meet your needs.
4. Refer to the Fire Resistance Selector on
page 19 for a list of Fire Guard fire resis-
tive ceilings.
5. Review performance data for specific Fire
Guard ceilings and suspension systems
throughout this catalog that meet your
design criteria for final selecuon.
@mstrong
0951o/ARM
BuyLine 0729
Troubleshooting Tips
- UL listed designs designate minimum ceil-
ing panel thickness. For example. if a 5/8"
"Type P" product is specified in the assembly,
a 3/4" "Type P- product may also be used.
However, scored Fire Guard ceiling panels
are considered 5/8" thick. not 3/4".
. All penevations through the ceiling, such
as light fixtures and HVAC outlets, must be
taken into account in determining fire-rated
assemblies. For applicable assemblies.
Armstrong Fire Protection Board (ltem
#850), nominal 2' x 4' x 518" or thicker
Type "P" board with nondescript surface
pattern and containing a U.L. Label provid-
ing both Surface Burning Characteristics
and Fire Resistance Classification Ratings
is available for light fixture and air duct
outlet protectlon.
. Any deviation From the listed assembly,
such as the addition of thermal insulation,
substitution of a specified product or lield
painting of ceiling panels. must be approved
by local authorities.
. Certain types of building assemblies, such
as wood truss construction, are not currenfy
rated with acoustical ceilings. However, a
relatively new design (P265) provides for
acoustical ceiling assemblies in metal
buildings.
Ceiling Resourc€ls Available to You:
. Summary listing, Fire Guard ceilings - page 19
. Summary listing, UL Rated Ceiling Assemblies - pages '190-191
. Solutions Newsletter, "Fire-Rated
Assemblies" - CS-3115
. TechLine assistance - 1-877-ARMSTRONG (Option 3)
www.ceilings.com
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189
!
UL Fire Resistive Ceiling Assemblies
co||cREla T|LE Srll
CONCRET€ ON FULL CELLULAR D€CK
{-Horr-Concealed r'id Ao11 (21-41 2-1n-12" x 12"iP stg"
3"H0('--{once3led G.id A012 (31.41 2-1n'12" t 1Tt P 5t8'25
FLUTED BLEND DECK
CO{\ICRETE ON RISBED OR CORRUGATED DECK
N('hb€.s in g.rcnlhcsc. a{c orillnd ULI dc5ign numbc.!,
T 56e dosign derars '^ uL Dr€crdy
Techline . 1-877-ARMSTRONG
sorc u.ir 9i2o9 tro no longor svaitriloi son6.t6sigG Include additional sizos.
. Option 3
CONCRETE ON FLAT OR
1. Hou--Concealed Crid lo11 (zt-a)12'\'12'.P None
3-Hor-Concealed Ciaid Ao't2 {3t.4)2-1n'1T | 12',P 576 5
3-Hour-E xposed Grid Aztl (95-3)24- x 48"iP .r PC 24 1,2
A21Z IZOO-31 2-1n"4a' t 4B"i PC
36" r 60"; Pc
30' r 60"; PC
z5 158 1, Z
D218 3-1t4"24" x24'i BF
24" r24" to 30" x6o"tP
24" x24'ro36'x60"ol
48" x 48-; PC
518" (P tr Pc)
s4" En
24 576 1,2
2-Horf-E rposed Crid Am21216.21 2-ln'18- x 48'; PC
36' r 60"i PC
36" x 36"i Pc
30" r 60"; P o. PG
30' r 3o'; P or Pc
24" r60't?q PC
24" 1 48"i P.y PC
24' r 36"; Por Pc?4'\24"iPc'j'C
20" r 60": P or Pc
24 516 1,2, 1
3 (1 hr mlt)
D216 2-1n"24' | 24'i BF
24" , 24" ln 30" | 6o'i P
24- x 24" ro 36" \ 6(J' d
48' x 48{; PC
5/€'lP or Pc)
34" IBR
24 576 1,2,1
3 (1 hr onlt)
a21O l22O-21 2-112"24" x48"tPcfPC
24' \ 24": P cr Pc
9A'24 575
--Concealed Ctid G033 (21&3)3.n'l2'r l2"lo 12" r 36" or
12' x 12' ro
24'r24'iBF,P,o(Pc
14'FF or P)
d 5A'FC]
25 288
3"Hour-Exposed C.dd G256 3-n"24" | 24"i gF d P
24" \ 48'i P ct PC
54'P or PC)
or J4'€Fl
24 255 1,2
2-Hou-Conce6led crid GO28 (92.2)2-1n'24' r 24", SF ot ?!4. Gnol
5A'{P}
576 5
GO31 (287.2)2-1t2''l2' x 12'to 12'x 36'o.
12" x 12" \o
24'r 24'iBF,P,or PC
y4' (BO o.
5A'P d PCI
25 2AA
Go23 (322-2)z-1n''12" ,12'i BF d P
24' ,24'i SF u P
21 288 5
2-Hotr-Erposed Gdd G258 2-t2'24" x 24'i BF q ?
24"x4A"iPafPc,
tE" lP or Pcl
or Y4" (BR
24 1,2, 1
G25A 2.tn'24' | 24'
24' | 4A'
P
P
5A',24 113 1, Z
G2l1 2-314-24' \ 48't P2r * 6O"t P
w t7 1,2
CONCRETE ON METAL LATH. RIBAED OR CORRUG,ATEO D€CK
3-HoLr-Conataled c'.id G038 3-114"12" x 12"i P
12" t 24". P
14 8l
G030 (57.3)12" x 12- ro 12" x 36" al
12" | 12" \o
21" x 24"i BF d P
3/4"
3-Hoor Gid G229 1232-31 3- |4"24" x 48"1P tx Pc 20 576 1,2
2-Ho{-r-Comealed Gid GO22l2A5-21 2-1D"12" t 24"i AF d P y4"l6
GO28 192.4 2-tn'?4' | ?4': SF ct ?Y4' (BF) or
5A'P)
576 5
G038 2-ln'12" | 12"t P
12" ,24"i P
l4 8l
G032 (8.21 2'12" | 12"i P 5A'
2-Ho{n-Erposed Gdd G2O9 (48.2)24" | 1tri P .x Pc
24"r24'iPcrPc
9d"8 Non€1,2
c21a t24.J,2l'24" x 48"iP d PC24'r24\PqPC20-,(60-;PdPc
sts"24'576 1,2, 4
G21O l2s}4 z-1n'24'x24\BFC'P 3t4-24 113 1,2
GzlA Q4-2'2-1n'24'x48'iP$PC
24" , 24"i P
B 1,2
G21t (53-2)2-1n'21'x18',PdPc
24"r24'iPcr?c
?0" x 60'; Por PC
8 1,2
G229 1321-21 2.1n'24'x48"tPdPC
24" | 24"i P
20' t 6O't P cr PC
20 576 1,2, 4
G212l210.2l 2-1n'24'x48"tPcfPC 5A'8 1,?
190
o[c( cotinucn(xr rYPa
lMtnl tMAxm.lM
FIXIURE O{ICT
'EIEINAIIO'I
PITEIRITION
o:/100 frl lir:/loo tt:l
@mstrong
CONCR€TE ON METAL LATH, RIEBED OR CORRUGATED OECK (CONI)
G.id G2{3 {23G4'?-1n 24' | 48"1 ?l6'
20" t 610'i P
576 1,1 1
G236 (21.2)2-1n'24' | 48'iP None
24' x 24"i P
None 1,2
G250 2-12'30" i{ 60"; P or Pc
20' )1 60'; Po. Pc
24' x 48-: P cy PC
24" \ 24'i P
20 113 1,2
l-cu-Cance6led G'|d GO27 0-11n1 2'12- r 12'; BF d P Yl- (an d 218 576
5/8" (P)
GO?S 121-11n1 24" | 24'lgForP
y4. {BD d
sE" {Pl
576
1-!br-{'(posed G.id G2,a'l (32-11 24' x 48'i P
24' x 24"t P
None 1,2
WOOO DECK/CEIUNG ASSEMBLIES
DOUSLE-PLY WoOD loR PLVwooD), 2 x 1o WOoD JolsTS
1 -tlorr-Concealed G.tt LOO419.11 NA 12- \ 12'i P 3J4' d 98"None Norle 5
LOOS 1?: x 12'i BF 6r P
17 r2f igF dP v4'(BR
5A'{Pt
l4 BI
L20s (30.11 NA 24' x 48'; P 5/8"110 1,2
L21o (51.r)24' x 48'i ?
21' x 24't P
24 221 '1,2.1
3xaWOODJOISTS
1-1/2-Ho.r-E)(po6ed Gn ulo8 (8-11l?1 2.1' r ,18-; P or Pc
24' \ 24-: P
None lJon€1,2
ROOF/CEILING ASSEMBLIES
STANDING SEAM EXF()SEO METAL ROOF
1.121 1.th(a-
€xp6ed Crkl
P2S5""Se€ Deshn
Details -24'r48'iP.rPC
24" r24\ P cr PC
y4- iP)
sa'(Pc)
24 I
WHAT YOU NEED
TO KNOW TO USE
THIS CHART
lf you ars unfamiliar with
UL Fire Resistahce
Rarings, begih with a
rsview o[ meeling Cod6
Requiroments. pgs. 188
& 189.
As explained there, these
rat,ngs aae applied to cer-
larn types of roof/ceiling
and fl od/celing conslrl,(.lion
assembli€s, which are
tested and assigned hourly
raiinos mandated bv
bu drng codes or oiher
building safety requirements.
REMINDERS:
1. uL tests late an entire
assembly. No ceiling
or grid product alone
conslituies a fire rated
assemDty.
2. You can use only the
specific type, size 6nd
minimum thickness of
Fire Guard ceilings q
g.id identified in each
assembly.
3. This table is a guide. To
purchase a copy of the
uL Directory:
Underwrilers
Laboratoaies. Inc.
Publications Stock
333 Pfangsten Rd.
Nonhbrook, lL 60062
(Tel.l 847-272-8800,
exr. 42612 or 42622
KEY TO PANEL AND
TILE TYPES
PC = FINE FISSURED
Ceramaquard #605.
607 & 668
AF = CIRRUS 1579P - Allothe, products
designated Fire
Guard in this catalog
'Allows flat-board fixture
protection
"Concrele plus insulation
thickness
"'Plank plus insulation
thickness"" Square edge ceiling
panels only
KEV TO GRID
SVSTEM TYPES
1 =AFG snd FST 60m -
PRELUDE Fire Guad
and XL Fire GuaJd
wrth steel cap
2 - AFG-A and FST 5fl)0A -
PRELUDE PLUS FiTe
Guard and XL Fire
Glald with alominum
cap
3=FSL-SILHOUETIE
Fire Gusrd Boh-Slot
4 =FSLK - SUPRAFINE
Fire Guard with steel
cap
5 = Concealed Suspensron
System [see Desiqn
Daraits in UL oire;rory)
3
o
o"!
o'
3
0)f,
o
nog,
the,
o
o
Q.
f,(o
aa
o
3g
oa
CONCRETE PLANK
2-Hou-corr:e6led ciaH POOi (RCra.2l 2"12" \ 12'l
BForP
Y4" (sD or
sa" P)
't26
POO{ (RC+a 12' | 12'i BF d P 3/4'
UGHTWEIGHT INSUI..ATING OECK
2-tlou-Exposed &id P215 {Rcz/a.a
PC dus
24" x 48'i 24" x 48";
Gyperm 8d.
Sl8" PC plut
12- Gwsrrn Bd.
57 1,2
P219 2'24' 1 4a'i PC pltE
24' r 48"i Gyosvrn 8d.
gY PC olusl2' C,ypsun 8d
57 1,2
P25t 2-34- Min
ro 6 y,l_'2{"x48";PdPc
2.1" x 2{'; BF, P, or PC
20" r 60'; P cY Pc
54" F or PC)
3/4'tsFl
24 576 1,2I
'1-12-Hd.r-Exposed Crid P231 3 -3n"-24' \ 48"1P 24 1,2
1 -tb{r-Erposed G.id P2r5 (RCe1l 24' x 48'i P 5A'57
MINERAL.FIBER, GLASS.FISER, OR COMPOSITE ROOF INSULATION ON FLUTED METAL ROOF OECK
l -,lz-Hdr-€ xpced Crkl P22S 1' Min to
Unlimiterl Mar
24'x4a'iPdPC20'r60";PdPC
5A'.24 1,2
P227 21" x48"iPc}PC y4" {P)24 255 1,2
P25|J 1'Min to
Unlmned Ma,(
24'x48'iPc'Pc24'a24'iPct?c
v4'n
sa" Fc)
21 113
1 'tkir{rpnsed crid P2O6 {RCl8.11 r" Min & Max 24" , 48'i P 16 113 1,?
PzrO nc+l1 1'Min& Mai 24' x 48': PC 1.2
P?l1 IRC$r)1" Minto 2'M6r 24" x 48"i PC 5V 57 1,2
P225 1' Min to 24" r48'iP('PC24-r2a':AF,PdPC20-x60";P(rFC
5/8" F or PC) or
s4' Bn
24 s76 1,1
3.4
P227 1" Min to 24"x48"i PdPc
21'r.24"iPdPC
24 1,?
P250'"1- Min to
Unlimiled M6,(
24"r48"iPrrPc.
24'j|24",PcrPc
v4' F)
s/8',PC)
24
STRT'CTURAL CEMENTAA'Od).FIBER PLANK
1"1r-l-LM-Exposed Gb P253 2.12" Min to
Unlimited lvlax"'
24' x 48't P
24' r.24'i AF
20' r 60"; P
5/€- e)
v4- (sF)
24 254 1, ?.1
I .Hod-Exposed G.il P253 2-1n' Min to
ljnlimired M6x""24'\48"i?dPC
24" x 24"t dF, P ct Pc
20" tAI)'tP crPc
5A' e o. PCI
Y1'{BR
24 576 1,Z a
POUREO GYPSUM CONCRETE OVER I/2" GYPSUM FORMBOARD
1- 12-tb.r-€ rpos€.| Clij
IRMA ONVERTED ROOF MEMBRANE ASSEMBLY)
191
l.Hor.r-Exposed Crid R217
0rL C6n.d.)
2" Min to
Unlimited M6x
24" x.48"iP d PC
24' | 21"1 gF 24 255
ilmbeB L p8rq{h.c no diqad UL I ddrign nnbeB. ItD dt slz6 ar. no ldgd.vala6b; soru desig.3 ltElde ..btidal $r8.
I s6 d.3br d6nir3 kr uL Dir.ciory
Jun-2{-02 08:55rr FtorHLI IESlGll
Iuc 21.2flD
Mr. Charlb Dgvis
Torva of Vdl Burlding Deprunem
75 Souft Fronrage Rosd
Vril, Colfirdo 8f657
Rc: Vail Vdlcy Medicel Ccflcr - Pbasc I ErpoDsioD
+7?00160277 T-308 ?.02 t-L7
Arcb.(cctue
BED€s&€l
PtatMg
tL€.3
EaCO
h4{-rb
Derr Mr. Devis:
Tbenk pu for yor dme roday ir drscussng r$ issr of fye-safing n rhe roof crpusion joift Erscd
r4o qr searer8arion ed cxn joinr rcvic* of lb building codc, nG will not bc r4lttd odd 6rF'
srfiDg itrsulluotr ro rhr.o joilr r$s6bly-
ln summadon, w egroc rbrr excepioo no. 8 of t907 UEC pragteb ?06.f rylict to fiB projccl
sinr:c rhc brulding is [Ae I, FF" and no art. sqprration wall is rcquired.
Uyor hrw any qrcsrions q rddirionrl cotDncDB cgdtti4g rhie, plcusC do aol bcsitUe e call me-
Simertty.
ffi'ailutatttr't*-
Russeu r1,. Sctlnrl. AIA
Virr; Prcsrdcrr
9t(x'r.04(t.t5)
Cc; Sua Ad.rgon, WMC
DougWorha4 Thc Bcck Gmtp
Io[l McWillams, Weslero Skicj
Sr-rE€ AX)
820 ift! Sleer UsU
Dcrver. OO gBn-1219
72fJ%omla.
94/6ogm
blode$g[ coa
Exco,r,olg5.,*
o
November 15, 2001
The Beck Group
P.O. Box 8529
Avon, CO 81620
Attention:
Subject:
Mr. Doug Workman
South Wall Footing
Ambulatory Surgery Center
Vail Valley Medical Center
Vail, Colorado
Job No. cS-3446
we made a site visit on Tuesday, November i3, 2oo'l to observe subsoils
below the south wall footing. Subsoils were excavated to within 1 foot of bottom of
footing elevation along most of the wall alignment. The subsoils exposed generally
consisted of native, clayey to silty gravel with cobbles. In our opinion, the soili
observed are suitable for support of the wall footing.
At the time of our visit, soils below most of the south part of the addition andpatio had been stripped to expose the native, clayey to silty gravel. Excavation
depths generally varied from about 4 to 6 feet below planned fioor slab elevation.
The exposed native soils are acceptable as a platform to place structural fill. We
recommend all areas below the addition footprint and patio be excavated to simitar
depths to reach the acceptable native soils, prior to placement of structural fill.
We appreciate the opportunity to work with you
questions, please call.
Very Truly Yours
CTL/THOMPSON, INC.
( I \ rlh\b^-r--y- Iwn
,t{lnesD.Kettoss /(
Sfaff Geotechn ical Engineer
JDK:JM:cd
(5 copies sent)
on this project. lf you have
CTL/TI-'IOMPSON, INC.
234 .ENTER DFirvE r GLENW..D
""^,*3"o,
S?o'*llH*.,='lu3'J5ff.:
ta
November 15, 2001
The Beck Group
P.O, Box 8529
Avon, CO 81620
Attention: Mr. Doug Workman
Subject: Structural Fill and Backfill
Ambulatory Surgery Genter
Vail Valley Medical Center
Vail, Colorado
Job No. cS-3446
We provided recommendations for backfill adjacent to footings and column
pads and structural fill below floor slabs in two letters dated November 1, 2001.
Structural fill and backfill should consist of a cDoT class G aggregate base course
or similar soil.
A,s outlined in our site grading recommendations, structural fill should be
placed in loose lifts of 10 inches or less and moisture treated to within 2 percent of
optimum moisture content. Structural fill ptaced below interior floor slabs should
be compacted to 100 percent of standard Proctor (ASTM D 69S) maximum dry
density' Structural fill under exterior concrete flatwork should be cornpacted to at
least 95 percent of maximum ASTM D 698 dry density.
At this writing, we have observed placement and compaction methods of
backfill adjacent to some footings and column pads at this site. A significant
percentage of the backfillwas placed in small, confined areas. Nuclear density tests
indicated backfill densitiesof lessthanthe recommended 100 percentof ASTM D69g
maximum dry density. However, based on our observations of backfill placement
and compactive effort applied, we judge the backfill density is acceptable. we
anticipate structural fill above tops of footings and column pads can be compacted
per our recommendations.
CTL/THOMPSON, INC.
234 .ENTEF DRrvE r GLENW..D
""",*3"o,
S?o'*lIS:.':'lu3'.T5F:.:
_o
o
We appreciate the opportunity to work with you on this project. lf you have
questions, please call.
Very Truly Yours
CTL/THOMPSON, INC.
o
THE BECK GROUP
AMBULATORY SURGERY CENTER
JOB NO. GS-3446
/l
\1,^.--> {,fl,*
Jffnes D. Kelloss U(l
S$Aff Geotech2ial Erig ineer
+i{
f";1.\+.(!
November 7,2001
The Beck Group
P.O. Box 8529
Avon, CO 81620
Attention:
Subject:
Mr, Doug Workman
Excavation lnspection
Ambulatory Surgery Center
Vail Valley Medical Center
Vail, Colorado
Job No. cS-3446
(O
we made a site visit on Monday, November 5, 2001 to observe subsoils atfoundation elevations in the excavations for column pads 1F, 1H, 1J and twomasonry column pads on the 1 line. The subsoils observed at the bottom of thefooting excavations and our recommendations are summarized in the table below,
we appreciate the opportunity to work with you on this project. lf you havequestions, please call.
Very Truly Yours
CTUTHOMPSON, INC.
\rFmes u. ne ogg v
S'taff Geotechnical Engineer
JDK:cd
(5 copies sent)
CTL/THOMPSON, INC.
234 cENrEFr DRrvE r GLENwooD
""*,"3"o, S?o'^tolH:.,=,1u3'#55f.:
x//'
acceptable bearing soil
silty, gravel, cobbles, boulders
silty, gravel, cobbles, boulders acceptable bearing soil
o
iQ
November 7.2001
The Beck Group
P.O. Box 8529
Avon, CO 81620
Attention: Mr. Doug Workman
Subject: Excavation lnspection
Ambulatory Surgery Genter
Vail Valley Medical Center
Vail, Colorado
Job No. cS-344G
we made a site visit on Thursday, November 1, 2oo1 to obserye subsoils atfoundation elevations in the excavations for column pads 6D, 7D, gD and 3J. Thesubsoils observed at the bottom of the footing excavations and our
recommendations are summarized in the table below.
we appreciate the opportunity to work with you on this project. lf you havequestions, please call.
Very Truly Yours
TUTHOMPSON, tNC.
th-*-\ v,,%
J6mes D. Kellogg"
Staff Geotechnical Engineer
JDK:cd
CTL/THOMPSON, INC.
234 .ENTER DF VE r GLENwooD
""*,*3=o,
S?o'"lIS:..,=,1u3'r|555.:
clayey, sand, gravel, cobbles acceptable bearing soil
clayey, sand, gravel, cobbles
o (5 copies sent)
,o
November 1,2001
The Beck Group
P.O. Box 8529
Avon, CO 81520
Attention:
Subject:
Mr. Doug Workman
Ambulatory Surgery Center
Vail Valley Medical Genter
Vail, Colorado
Job No. cS-3446
(o As requested, we made a site visit on Thursday, October 25, 2OO,l. The
purpose of our site visit was to observe soils exposed below the proposed atrium
and several column pad excavations in the south part of the addition.
Significantamounts of existing utilities and debris belowthe proposed atrium
will be removed. Voids resulting from removal should be backfilled with a cDor
Glass 5 aggregate base course or similar soil. Footings constructed in the atrium
should be backfilled with the same soils. Backfill should be placed and compacted
as outlined in our site Grading Specifications (Job No. Gs-3224, letter dated July 26,
2001).
The subgrade soils below the proposed atrium floor slab should be sub-
excavated to a depth of at least two feet below the bottom of the slab. The excavated
soils should be replaced with densely compacted, structural fill. Structural fill
should consist of a cDor class 6 aggregate base course or similar soil, placed and
compacted as specified in our Site Grading Specifications.
we were asked to observe subsoils exposed in excavations for column pads
3D and 3F. The footing excavations were not completed at the time of our visit. we
recommended excavation bottoms be extended to depths at which native gravel is
exposed. We should be contacted to check that suitable soils are exposed at bottom
of footing efevations when excavations are completed. /{h/,/'/
CTL/THOMPSON, INC.
CONSULTING ENGINEERS
234CENTER DRTVE I GLENWOODSPR|NGS, COLORAOO8lSOl r (970) 945-2809
_o
We appreciate the opportunity to work with you on this projecl lf you have
questions, please call.
Very Truly Yours
GTI/THOMPSON, tNC.
o
THE BECK GROUP
AMBUIATORY SURGERY CENTER
JOB NO. GS-34,t5
R f./.r;r*i;0
tIDK:JM:
io
2
^-.
November 1,2001
The Beck Group
P.O. Box 8529
Avon, CO 81620
Attention:
Subject:
Mr. Doug Workman
Excavation Inspections
Ambulatory Surgery Center
Vail Valley Medical Center
Vail, Colorado
Job No. GS-3r146
We made a site visit on Tuesday, October 30,2OO1 to observe subsoils at
foundation elevations in the excavations for column pads 3D, 3F and 3H. The
subsoils observed at the bottom of the footing excavations and our
recommendations are summarized in the table below.
Column pads should be backfilled with a CDOT Class 6 aggregate base
course or similar soil. Backfill should be placed in lifts, moisture treated and
compacted as specified in our Guideline Site Grading Specifications (Job No. GS-
3274, letter dated July 26,2001\.
Significant structural fillwill be required under the south part of the addition.
We recommend removal of organics, debris and existing fill below the proposed
addition footprint. Structural fill should consist of the soil recommended above for
backfill. Recommendations for placement and compaction of structural fill are )4^ )
outfined in the Guideline Site Grading Specifications. T"
CTL/THOMPSON, INC.
CONSULTING ENGINEERS
234CENTER DRIVE T GLENWOOD SPRINGS, COLORADO 81601 T (97O) 945.2809
Clayey sand and cobbles
Clayey sand and cobbles Acceptable bearing soil
o
o
We appreciate the opportunity to work with you on this proiect
questions, please call.
Very Truly Yours
CTUTHOMPSON, INC.
(5 copies sent)
lf you have
THE BECK GROUP
AMBULATORY SURGERY CENTER
JOB NO. c5_34,to
#i%
*##
o
10
November 1,2001
The Beck Group
P,O. Box 8529
Avon, CO 81620
Attention: Mr. Doug Workman
Subject: Excavation lnspection
Ambulatory S urgery Center
Vail Valley Medical Center
Vail, Colorado
Job No. GS-3446
We made a site visit on Wednesday, October 31, ZOO1 to observe subsoils at
foundation elevation in the excavation for the atrium stairway column pad. The
subsoils observed atthe bottom of thefooting excavation and our recommendations
are summarized in the table below.
We appreciate the opportunity to work with you
questions, please call.
Very Truly Yours
CTL/THOMPSON, INC.
t \ \ ltn\ | t) v^t/I/\)*-,zz- "' *n;;f
Jf,tnes D. Kellogg vU
Staff Geotechnical Engineer
JDK:JM:cd
(5 copies sent)
on this project. lf you have
CTL/THOMPSON, INC.
234cENrERDRrvErcLENwooD""*,r3"?)"?ou*!IH:..,='lu3'.T5F-L:
"q/'
Clayey sand and cobbles Acceptable bearing soil
o
o
October 17,2001
The Beck Group
P.O. Box 8529
Avon. CO 81620
Attention:
Subject:
Mr. Doug Workman
Excavation Inspections
Ambulatory Surgery Center
Vail Valley Medical Center
Vail, Colorado
Job No. GS-3446
,o
We made a site visit on Monday, October '15,2001 to observe subsoils at
foundation elevations in the excavations for footings 7G and 7J. The subsoils
observed at the bottom of the footing excavations and our recommendations are
summarized in the table below.
We appreciate the oppoftunity to work with
questions, please call.
Very Truly Yours
CTL/THOMPSON. INC.
you on this project. lf you have
| \ \ ./^,\ I r) l/ll\ fr,^z-.)'- {LU-VT
Jaly'es D. Kelloggv/
St:ff Geotechn ical Engineer
JDK:JM:cd
(5 copies sent)
CTL/THOMPSON, INC.
CONSULTING ENGINEERS
234CENTERDRTVE r GLENWOOO SPR|NGS, COLORADO 81601 r (970) 945-2809
Acceptable bearing soil
;;P.
99-er.,:;.tt
+y.-*;"
o
o
October '17,2001
The Beck Group
P.O. Box 8529
Avon. CO 81620
Attention:
Subject:
JDK:JM:cd
(5 copies sent)
Mr. Doug Workman
Ambulatory Surgery Center
Vail Valley Medical Center
Vail, Colorado
Job No. GS-3446
As requested, we made a site visit on Wednesday, October 10,2001. The
purpose of our visit was to observe drilling of several borings in the hospital
courtyard to estimate the depth to native gravel soils. Borings were advanced by
Hayward Baker using an air-track drill rig that was on-site for grouting operations.
Cobbles and boulders were encountered at depths between 6 and 6.5 feet in
all three borings. Based on our observations during dritting, we estimate the native
gravel, cobble and boulder soil is located 6 to 6.5 feet below the footings in the
courtyard on grid lines D and F. This estimate is based on limited subsurface
information and variations in the actual depth to native gravel should be anticipated.
We appreciate the opportunity to work with you
questions, please call.
Very Truly Yours
CTL/THOMPSON, INC,
on this project. lf you have
l)-""---\ LU*
J{mes D. Kellogg vV
Staff Geotech nical Engineer
CTL/THOMPSON, INC.
CONSULTING ENGINEERS
234 CENTER DRIVE r GLENWOOO SPR|NGS, COLORADO 8160r r (970) 945-2809
i_o
,1,
,/
September 24,2001 t/
The Beck Group
P.O. Box 8529
Avon, CO 81620
Attention:
Subject:
Mr. Doug Workman
Excavation Inspections
Ambulatory Surgery Center
Vail Valley Medical Center
Vail, Colorado
Job No. GS-3446
We made a site visit on Friday,
foundation elevations in the excavation
at the bottom of the footing excavation
in the table below.
September 14,2001 to observe subsoils at
for column pad 4E. The subsoils observed
and our recommendations are summarized
o
We appreciate the
questions, please call.
Very Truly Yours
CTLiTHOMPSON, INC.
JDK:JM:cd
(5 copies sent)
opportunity to work with you on this project. lf you have
I*,--> (Lfl"n,
#nes o. Kellosg A/
aff Geotechnical Engineer
o
CTL/THOMPSON, IN(-.
CONSULTING ENGINEERS
GLENWOOD SPRTNGS, COLORADO 81601 r (970) 945-2809234 CENTER DFIIVE T
September 14,2001
The Beck Group
P.O. Box 8529
Avon, CO 81620
A,ttention:
Subject:
Mr. Doug Workman
Excavation lnspections
Ambulatory Surgery Genter
Vail Valley Medical Center
Vail, Colorado
Job No. GS-3446
We performed a geotechnical investigation for the proposed construction
underourJob No. GS-3274(reportdated March 29,2001). We recommended column
pad foundations be supported on the undisturbed, native gravel soil' As requested
by you, we made a site visit on Friday, September 7,2001 to observe subsoils at
foundation elevation in excavations for 4 column pad foundations. The subsoils
observed at bottom of footing elevations and our recommendations are summarized
in TABLE A below.
TABLE A
We made a second site visit, as requested, on Wednesday, September 12,
2001 . Our observations and recommendations are summarized in TABLE B below.
CTL/THOMPSON, INC.
CONSULTING ENGINEERS
234CENTERDRIVE I GLENWOOD SPRINGS, COLORADO 815O1 T (970) 945'2809
Acceptable bearing soil
Excavate to native gravel, cobbles
Acceptable bearing soilNative gravel, cobbles
Consult with Haywood Baker
TABLE B
We appreciate the opportunity to work with you on this project. lf you have
questions, please call.
Very Truly Yours
CTL/THOMPSON, INC.
/t\\)"*- D L-il,kr'
J{lnes D. Kellogg 0 /
S{aff Geotechnical Engineer
(5 copies sent)
THE BECK GROUP
AMBULATORY SURGERY CENTER
JOB NO- GS-3446
Excavate to native gravel, cobbles
[T.H
ill'nt
fii
o
c-'e"*"t**
,o
Gompaction
Test Report
cLrENr: THE BECK GROUP
P.O. BOX 8529
AVON. CO 81620
CTUTHOMPSON, INC
CONSULTING ENGINEERS
THIS REPORT PRESENTS OPINIONS FORMED AS A RESULT
OF OUR OESERVATION OF FILL PLACEMENT, AS WELL AS
THE TESTS SHOW\ ABOVE WE HAVE RELIED UPON THE
CONTRACTOR TO APPLY THE NECESSARY COMPACTIVE
EFFORT AND MOISTURE TO ACHIEVE SPECIFIED
COMPACTION DURING TIMES WHEN OUR OBSERVER IS NOT
PRESENT, AND AT LOCATIONS OTHER THAN THOSE
TESTED. TEST DATA ARE NOT THE SOLE BASIS FOR
OPINIONS ON WHETHER THE FILL MEETS SPECIFICATIONS.
oArE; 0112312002
REPORT NUMBER: 3'l
lOs Hul\,leen: G53453
1or
SUEJECT PHASE I EXPANSION & RENOVATION
VAIL VALLEY MEDICAL CENTER
VAIL, COLORADO
UTILITY TRENCH BACKFILL
(O
' ESTIMATED BY A ONE POINT
sPEclFlcATloNSi 100
MOISTURE Wrr}IIN
./. oF t\rAX \4UM
+l-2
ASTM 698
% OF OPTIMUM
TYPE OF COMPACTION EQUIPMENT ANO NO. OF UNITS:
MOISTURE ADOEO 8Y
THICKNESS OF LIFT
1)TRACKHOE
PROGRESS REPORT
SEVERAL DENSITY TESTS WERE PERFORMED AS REQUESTED BY THE CONTRACTOR WHERE BACKFILLING OF UTILITY
TRENCHES WAS DONE. TESTS 33 AND 34 INDICATED SATISFACTORY COMPACTION. THE CONTRACTOR WAS
ADVISED TO APPLY ADDITIONAL COMPACTION AROUND TEST NO. 35 AND NO RETEST WILL BE NEEDED. THE
CONTRACTOR WAS ADVISED THAT THE AREA BELOW THE DRAIN AT THE SOUTHEAST CORNER OF THE EXISTING
BUILDING NEEDED ALL TRASH REMOVED FROM THIS AREA AND A HEATER PLACED HERE TO THAW THE AREA
BEFORE PLACEMENT OF CONCRETE,
IN OUR OPINION. FILL COII,lPACTION MEETS SPECIFICATIONS AS INDICATEO BY OUR OBSERVATIONS AND TEST NO.{S}JJ-Jf
IN OUR OPINION, FILL COI/!PACTION DOES NOT MEET SPECIFICATIONS AS INOICATED BY OUR OBSERVATTONS AND TEST NO.(S)
scoPEoF oBSERVATION: IFULLTIME: Q eentootc, oru cauL BAsrsiM coNrucroRs oR cLlENt s REpREsENTATIvE ADVTsFD CWC
vuMil
SCOTT LOGAN
;';."4;Pier;nffi
DB
\\cruTHoMPsoN. rNc. / \- , I '.- L)i''t {-'tlwt''l.s1
tEs I
NO.LOCAT1ON DEPTH
TYPE
LABOMTORY
cot\t-
PAC l'lON
v.
SOIL WPEMAx
DENSITY
oMc%DRY
DENSITY
MCU.
?'t
43'W, 9'N OF SE CORNER OF SLAB
0.0 NUC
I
138.0 7.O 138.0 4.7 100
12s ABC
SOUTH SIDE OF BUILDING
34
EO'W 4'N OF SE CORNER OF SLAB
2.5 NUC
1
138.0 7.0 138.0 5.4 100 c,
;5 ABC
SOUTH SIDE OF BUILDING
35
8O'W 4'N OF SE CORNER OF SLAB
1.0 NUC
I
138.0 7.0 136.0 5.3 99
It ABC
SOUTH SIDE OF BUILDING
TYPE OF EARTH MOVING EOUIPMENTANO NO. OF UNITS:
o
Gompaction
Test Report
CLIENT: THE BECK GROUP
P.O. BOX 8529
AVON, CO 81620
GTL/THOMPSON, INC
CONSULTING ENGINEERS
THIS REPORT PRESENTS OPINIONS FORMED AS A RESULT
OF OUR OBSERVATION OF flLL PLACEMENT, AS WELL AS
THE TESTS SHOWN ABOVE, WE HAVE RELIED UPON THE
CONTRACTOR TO APPLY THE NECESSARY COMPACTIVE
EFFORT AND MOISTURE TO ACHIEVE SPECIFIEO
COI\4PACTION DURING TIMES WHEN OUR OBSERVER IS NOT
PRESENT, AND AT LOCATIONS OTHER THAN THOSE
TESTED. TEST DATA ARE NOT THE SOLE BASIS FOR
OPINIONS ON WHETHER THE FILL I\,,IEETS SPECIFICATIONS.
0111612002 roe ruuuae* GS3453
REPoRT Nur\,4BER 30 sHEET 1 op
SUBJECT: PHASE I EXPANSION & RENOVATION
VAIL VALLEY MEDICAL CENTER
VAIL, COLORADO
UTILITYTRENCH BACKFILL
,f
'
ESTIMATED BY A ONE POINT
SPECIFICATIoNS: 100
MOISTUREWTTHIN
% OF MAXIMUM
+l-2
ASTM D698
% OF OPNMUM
TYPE OF COMPACTION EOUIPMENTANO NO. OF UNITS:
NOT OBSERVED
MOISTUREADDED BY
THICKNESS OF LIFT
J=
TYPE OF EARTH MOVING EOUIPMENTANO NO. OF UNITS:
PROGRESS REPORT
THE CONTRAGTOR REQUESTED COMPACI1ON TESTING ALONG THE UTILtry TRENCHES BELOW INTERIOR SLAB.
TWO TESTS WERE PERFORMED IN THIS AREA WHICH INDICATED SLIGHTLY LOW COMPACTION. THE CONTRACTOR
WAS ADVISED TO APPLY ADDITIONAL COMPACTION AND NO RETEST WILL BE NEEDED. WE OBSERVED ADDTTIONAL
COMPACTIVE EFFORT. FURTHER TESTING WILL BE PERFORMED WHEN REQUESTED.
IN OUR OPINION, FILL COMPACTION I\4EETS SPECIFICATIONS AS INDICATED EYOUR OBSERVATIONS AND TEgT NO,(S)
IN OUR OPINION, FILL COMPAC?ION DOES NOT I\]IEET SPECIFICATIONS AS TNOICATED BY OUR OBSERVATIONS ANO TEST NO.{S)
FIELO REPRESENTATIVE
DB
sCoPE oF oBSERVATToN: !FULLTTME; Qeenroorc, oH cnlL EAsts:M coNTRAcToR s oR CLr€NT's REeneSeNuwe nffED CWC n
crurHoMpsoN,rNc. Dpl {--bu,^,,L-e*,SCOTTLOGAN ' -1
TEST
NO.LOCATION
FEET
Itrsl
TYPE
LABORATORY FIELD
coM-
'ACTION
%
SOIL TYPEMAX
DENSITY
ot\rc%DRY
DENSITY
MC%
31
43'E,2'N OF SW CORNER CF
0.5 NUC
I
138,0 7.0 136.0 5.3 -99 "
r.5 ABC
INTERIOR SLAB
32
12'E.3'N OF SW CORNER OF
0.5 NUC
1
138.0 7.0 136.0 4.8 gg'
f.5 ABC
INTERIOR SLAB
APPRoVED BY DAN DCnn/NlNG, FIELD MANAGER
'o
Gompaction
Test Report
CLIENT THE BECK GROUP
CTUTHOMPSON, INC
CONSULTING ENGINEERS
DArE: 0110912002 JoB NUMBER: GS3453
REPORT NUMBER: 29 SHEET 1 OT 1
SUBJECT: PHASE I EXPANSIoN & RENoVATIoN
VAIL VALLEY MEDICAL CENTER
VAIL. COLORADO
P.O. BOX 8529
AVON, CO 81620
sPEctFIcArloNs: 100 % oF rrAXrMUM ASTM D698 THts REPORT PRESENTS optNtoNs FoRt\,tED AS A RESULT
Mo,sruREW,rH,N +t'2 % oFop'MUM ?,5.tiA?3:ffiYfJ':|f,Ir:lht=tK"rtHfllbt"Hr+,f
TYPE OF COMPACTION EQUIPMEI.IT AND NO. OF UNITS:
2IUMPING JACKS
MorsruREADoEo BY I)GAROEN HOSE
THICKNESS OF LIFT
TYPE OF EARTH MOVING EOUIPMENT AND NO, OF UNITSi
2)TRACKHOES
UPON ARRIVAL AT THE SITE TI{E CONTRAGTOR ADVTSED US THAT TESTING WAS NOT NEEDED FOR COMPACTION
SINCE THIS ARE,A WAS GOING TO BE RE EXCAVATED TO PLACE SEWER PIPE. WE ADVISED THE CONTMCTOR
TO CONTACT OUR OFFICE WHEN FURTHER COMPACTION TESTING IS NEEDED.
- tN ouR oPrNroN. FILL coMpAcrroN MEFTs spEcrFtcATroNs As TNDIoATED By ouR oBsERVATtoNs AND TEsr No.(s) No TESTS
CONTMCTOR TO APPLY THE NECESSARY COMPACTIVE
EFFORT AND MOISTURE TO ACHIEVE SPECIFIED
COMPACTION DURING TIMES WHEN OUR OBSERVER IS NOT
PRESENT. AND AT LOCATIONS OTHER THAN THOSE
TESTED, TEST DATA ARE NOT THE SOLE BASIS FOR
OFiNIONS ON WHETHER THE FIL! MEE-TS SPECIFIC,ATIONS.
eflv
PERFORMED
CTUTHOMPSON, rNC. ts\ n.
cwc
NO.LOCANON DEPTH
I IFE
LABORATORY FIELD
coM.
PACTION
o/o
SOIL TYPEMAX
DENSITY
oMc%DRY
DENSITY
t\4c%
o
I lN ouR oPlNloN. FILL COMPACTION OOES NOT MEET SPEC|FTCATIONS AS INO|CATEO By OUR OBSERVATIONS AND TEST NO.(S)
- scoPE oF oBsERvATroN: I rull rrue; fl eearoorc, or call BAsrs;lTcoNTMcroR's oR cLrElrrs REeREsENTATNE ADVrsEo
SCOTT LOGAN
FIELD REPRESENTATIVE
DB
Compaction
Test Report
cLrENr: THE BECK GROUP
P.O. BOX 8s29
AVON. CO 81620
CTL/THOMPSON, INC
CONSULTING ENGINEERS
o DArE: 0110812002
REPoRTNUMBER 28
JoB NUMBER: GS3453
SHEET 1 oc
SUBJECT PHASE I EXPANSION & RENoVATIoN
VAIL VALLEY MEDICAL CENTER
VAIL, COLORADO
ro
'
95% COMPAC'ION REQUIRED
100
MOISTURE WITHIN
% OF MAXIMUM
+l-2
ASTM D698
70 0F OPT|MUft
THIS REPORT PRESENIS OPINIONS FORMED AS A RESULT
OF OUR OBSERVATION OF FILL PLACEMENT. AS WELL AS
THE TESTS SHOWN ABOVE, WE HAVE RELIED UPON THE
CONTRACTOR TO APPLY THE NECESSARY COMPACTIVE
EFFORTAND MOISTURE TO ACHIEVE SPECIFIED
COMPACTION DURING TIIVlES WHEN OUR OBSERVER IS NOT
PRESENT. AND AT LOCATIONS OTHER THAN THOSE
TESTED. TEST DATA ARE NOT THE SOLE BASIS FOR
OPINIONS ON WHETHER THE FILL I\4EEIS SPECIFICATIONS.
TYPE OF COMPACNON EQUIPMENT AND NO. OF UNTTS:
MOISTURE AODED BY
THICKNESS OF LIFT
1)GARDEN HOSE
10.15 INCHES
TYPE OF EARTH MOVING EQUIPMENTAND NO. OF UNTTS:
1)TMCKHOE 1)SK|D LOApER
PROGRESS REPORT
THE CONTRACTOR CONTINUED TO BACKFILL ALONG THE SOUTH SIDE OF EXISTING BUILDING. TEST NO. 29
WAS PERFORMED ON EXTERIOR WALL BACKFILL BELOW THE PLANNED SIDEWALK. TEST NO. 30 WAS PERFORMED
ON UNDER SLAB FILL. BOTH TESTS TNDICATED SATISFAGTORY GOMPACTION,
IN OUR OPINION, FILL COMPACTION MEETS SPECIFICATIONS AS INDICATED BY OUR OESERVATIONS AND TEST NO.{S}29, 30
IN OUR OPINION. FILL COMPACTION OOES NOT MEET SPECIFICATIONS AS INOICATED EYOUR OBSERVATIONS ANO TEST NO.{S)
scoPE oF oBsERVATloNr DFULLTTME: Qeenoorc. oH clt-L BAsrsiMcoMrRAcToR,s oRcLrEN"s REpRESENTATTVE ADV|sED qltc
crurHo'PsoN, r{c. !)1+'t"
SCOTT LOGAN
%
,oH
t'r.R,
FIELO REPRESENTATIVE
DB
NO.LOCATION DEPTH
rtrEl
TEST
ryPE
LABORATORY FIELD
COI\,1-
PACTION
SOIL TYPEMAx
DENSITY
oMc%DRY
DENSITY
PCF
MC%
)o
2O'E.45 OF SW CORNER OF
2.5 NUC 138.0 7.O 137.0 5.4 gs,1.5 ABC
INTERIOR SLAB
30
7'E, 4'N OF SW CORNER OF INTERIOR
2.0 NUC 138.0 7.0 138.0 5.1 100 -
1.5 ABC
SLAB
1)TRACKHOE w/ SHAKER HEAD
APPROVED BY DAN DOWNING, FIELD MANAGER
o
Compaction
Test Report
cLrENr: THE BECK GROUP
P.O. BOX 8529
AVON. CO 81620
DArE: 0110712002
REPORT NUMBER: 27
CTUTHOMPSON, INC
CONSULTING ENGINEERS
JoBNUMBER GS3453
1^-IUF 1
SUBJECT: PHASE I EXPANSION & RENOVATION
VAIL VALLEY MEDICAL CENTER
VAIL. COLORADO
,o
MOISTURE WITHIN
100 % OF MAXIMUIU
+l-2
ASTM D698
% OF OPTIMUM
THIS REPORT PRESENTS OPINIONS FORMED AS A RESULT
OF OUR OBSERVATION OF FILL PLACEMENT. AS WELL AS
THE TESTS SHOWN ABOVE, WE HAVE RELIED UPON THE
CONTRACTOR TO APPLY THE NECESSARY COMPACTIVE
EFFORT AND MOISTURE TO ACHIEVE SPECIFIED
COMPACTION DURING TIMES WHEN OUR OBSERVER IS NOT
PRESENT, AND AT LOCATIONS OTHER THAN THOSE
TESTED, TEST OATA ARE NOT THE SOLE BASIS FOR
OPINIONS ON WHETHER THE FILL MEETS SPECIFICATIONS.
TYPEOF COMPACTION EOUIPMENT ANO NO. OF UNITS:
1)TRACKHOE W/ SHAKER HEAD
1)JUMPING JACK
MOISTUREAODED BY
THICXNESS OF LIFT
GARDEN HOSE
10-15
TYPE OF EARTH MOVING EOUIPMENT ANO NO. OF UNITS:
1)TRACKHOE 1)SKID LOADER
ItrSl
NO.LOCATION IEJI
I TTE
LABOMTORY FIELD
coM-
PACTION
Yo
SOIL TYPEMAX
DENSITY
ot\4c%DRY
DENSITY
PCF
t\4colo
28
35'E. 5'N OF SW GORNER OF
1.0 NUC J38.0 7.0 139.0 5.2 100 +
1.5 ABC
INTERIOR SLAB
' ESTIMATED BYA ONE POINT
PROGRESS REPORT
THE CONTRACTOR BEGAN BACKFILLING AGAIN FOR INTERIOR SLAB ALONG THE SOUTH SIDE OF EXISTING
BUILDING. TEST NO. 28 WAS PERFORMED AND INDICATED SATISFACTORY COMPACTION.
IN OUR OPINION, FILL COMPACTION MEETS SPECIFICATIONS AS INOICATED BY OUR OBSERVATIONS AND TEST NO.(S}28^.r, MrI-ULI IN OUR OPINION, FILL COI,|PACTION DOES NOT MEET SPECIFICATIONS AS INDICATED BY OUR OBSERVATIONS AND TEST NO.(S)
scoPE oF oEsERvAroNi trFULLTTMe fleenoorc, oH clr-L BAsrs:M coNrMcToR's oR cLrEr.rTs REPRESENTATTVE ADvrsqqcwc f-\
crurHoMPsoN, rNc. L)f"t d-btt*r'\
SCOTT LOGAN
FIELO REPRESENTATIVE
DB
APPRoVEo BY DAN DOWNING. FIELD MANAGER
Compaction
Test Report
CLIENT: THE BECK GROUP
P.O. BOX 8529
AVON, CO 81620
CTL/THOMPSON, INC
CONSULTING ENGINEERS
o DArE: 1212812001 .roe Nuueen: GS3453
REPoRT NUMEER: 25 SHEET 1 or 1
SUBJECT: PHASE I EXPANSIoN & RENoV,ITIoN
-VAIL VALLEY MEDICAL CENTER
VAIL, COLORADO
o
SPECIFICATIONS:100
MOISTURE WITHIN
ASTM D698
% OF OPTIMUM
% OF MMIMUM
+l-2
THIS R_EP,ORT PRESENIS OPINTONS FORMED AS A RESULToF_o_Ui oBSERVAIoN OF FILL PLACEMer,rr, rs ,iveii;-'
IIFIE9I9_s19wN ABovE, wE HAVE Reueo upor.i iiicoxrRAcroR To AppLy rHE NEcEssanv corurplCrrvEEFFoR-r AND MotsruRE ToAcHTEVE specrFred - '-
col\lpAc-TroN DURING TrMEs wHEN oun oesERven rs NorPRESENT, AND AT LOCATTONS OTHER Tner.r THOSE
' - '-'
IESTED ,TEST DATA ARE Nor rHE soLE aasrs ioioprNroNs oN wHETHER THE FILL MEETS speCrrrcnnor,,rs.
TYPE OF COMPACTIoN EoUIPMENT AND No. oF UNITSI
I.IOISTURE ADDED BY
THICKNESS OF LIFT
TYPE OF EARTH MOVING EQUIPMENTANO NO. OF UNITS:
]l :::::]::: ::: ::::::l::: :^'1' :"j"'''*.,o", o, ,"o,.o,,D 8y ouR ossERVAIoNs ANo rEsr No (s)rN ouR oprNroN. F'LL COM'ACTTON DOES NOT MEEr SpEcrFrcAroN. o, ,"o,"or.o ,"or^;i.-Jff.;"o';:"r.
"*"
NO TESTS PERFORMED
]"o". o, or..*o'o",I ruu- rrue: fieearoorc. ou crr r RAsls;Mco TMcroR g oR gLtEN I,s REPRESENTAT|VE ADV|SED CWC
SCOTT LOGAN
DB
2)TRACKHOES
-
PROGRESS REPORT
THE CONTRACTOR BEGAN P+gNg.|]L-LSLONG SOUrH stD-E OF EX|STING BU|LDING roDAy. rHE MATER|ALAPPEARED 7o HAVE FRosr tt$.-r15-.qoNliaiidi irirj?rev wouro spii'eo'iiE iliienrar- rH appRoxr'ArELy1i?3[ ?ff:. ^D rHEN pLAcE Gnouro ieniii!-br-ii"u'n_ Hexr
'EEK.
co'pAcroN wrLL BE D.NE
D
tr
cTUTHOMPSON, tNC.
NO.LOCATION
rtrE I
LABORATORY
coM-
PACTION
oa
SOIL TYPE
MAX
DENSIry oN4c%DRY
DENSIry MCt"
APPRoVED BY D@
.O
Compaction
Test Report
CIIENT: THE BECK GROUP
P.O. BOX 8529
AVON, CO 81620
CTUTHOMPSON, INC
CONSULTING ENGINEERS
DArE: 121171200,1 Joe NuiraEn: GS3453
REPORT NUMBER: 25 SHEET 1or1
SUBJECI: PHASE IEXPANSIoN &
VAIL VALLEY MEDICAL
VAIL, COLORADO
RENOVATION
CENTER
(o
SPECIFICATIONS:% OF IIAXIMUM
MOISTURE WITHIN
TYPE OF COMPACTION EOUIPMENT ANO NO. OF UNITS:
THIS REPORT PRESENTS OPTNIONS FORMED AS A RESULToF ouR oBSERVATToN oF FILL pLAcEueHr, ns wer_l rs
THE TESTS SHOWN ABOVE WE HAVE RCUCO UPON rNEcoNTMcroR To AppLy rHE NEcESsnRy conapeclvi
EFFORT AND MOISTURE TOACHIEVE SPECIFIED
COMPACTION DURING TIMES WHEN OUR OBSERVER IS NOTPRESENT, AND AT LOCATIONS OTHER THAN THOSE - -'
TESTED. TEST DATA ARE NOT T}IE SOLE BASIS FOR
OPINIONS ON WHETHER THE FILL MEETS SPECIFICATIONS.
% OF OPTIMUM
MOISTURE AODEO BY
THICKNESS OF L|FT
TYPE OF EARTH MOVING EQUIPMENTAND NO. OF UNITS:
NO.LOCATION
ryPE
LABOMTORY
coM-
ACTION
o/o
SOIL TYPEMAX
DENSIry
FUF
oMc70 DRY
DENSITY
MCo/o
ON MINI PILES FOR FOOTERS ALONG THE SOUTH SIDE OF THE BUILDING. CWCuNtL coGGrNs rs FTNTSHED so rHEy HAvE access ro sr6cxpilEo Naiinii,
*r./,-4/"lL
y(
I lNouR oPlNtoN' FILL coMPAcrloN MEErs sPEclFlcATloNs As lNotcATEo ByouR oBsERVAIoNs ANDTEST No.(s) No TESTS PERFoRMED
-[|NouRoP|N|oN,F|L|coMPAcTloNDoEsNoTME€TsPEctFlcAT|oNsAs'ND|cATEDBYoURoBsERVA,'o*.o*o,esffilscoce or oesERVATtoN: Iruu rtr',,e; p centoorc. o* crtL BAsrsil-lcoNr*croRs oR cLrEr.rrs RE.RESET{TAT''E ADVrsEq
-
^/\ i\
scorr L.GAN crurHoMpsor.r, rNc. '!-.W' sl-be-rr^", t q
_J
PROGRESS REPORT
COGGINS CONTINUED WORK
HAS DELAYED BACKFILLTNG
BEFORE PLACEMENT.
DB
APPROVED 8Y DAN DOWNING, FIE'D MANAGER
Gompaction
Test Report
CLIEMT: THE BECK GROUP
P.O. BOX 8529
AVON, co 81620
SPECIFICATIONS:., OF MAXTMUM
MOISTURE WITHIN
TYPE OF COMPACTION EQUIPMENTAND NO. OF UNITS:
CTL/THOMPSON, INC
OATE:
2SULT|NG
ENGINEERS
1211712001 -
.roa NuueeR: GS3453
REPORT NUMBER: 25 SHEET 1 oT
suEJEcr: PHASE tEXPANS|ON & nenollitou
VAIL VALLEY MEDICAL CENTER
VAIL, COLORADO
o
---_-
% OF OPTIMUM
THIS REPORT PRESENTS OPINIONS FORMED AS A RESULTOf_Or.JR oBSERVATTON OF F|LL plACErver.rr, eS w[il-J'THE TESTS SHOtanI ABOVE, WE HAVE REr-rEO UPOr.r rXicoNrmcroR To AppLy rHE NEcESsanv cbnrpnCrrVi
EFFORT AND MOISTURE TO ACHIEVE SPECINCO
_ ' ' ' _
coMpacroN DURTNG Tr\rEs wHEN ouR oasiiveR rs HorpR-EsENT, AND AT LocATroNs ornen rrtlru rnosE - '- '
TEsrED. TEsr DATA ARE Nor rHE sole e,csrs ibioprNroNs oN wHETHER THE FrLL MEErs spEcrrrcnrrors.'!IOISTUREADDED
gY
THICKNESS OF LIFT
fiPE OF EARTH MOVING EQUIPMENT AND NO, OF UNITS:
tEsl
NO,LOCATION
LABOMTORY
coM-
PACTION
./"
SOIL TYPEMAX
DENSITY oMc%DRY MCo/.
INCHES
PROGRESS REPORT
COGGINS CONTINUED WORK OII-MINIfILES FOR FOOTERS ALONG THE SOUTH SIDE OF THE BUILDING. CWC
3l|"??Ttr3=",ffrfirlLrNc uNrrl cooerni rs"nnrixEdi6 rrEy nave rcCeiiro ir6cKprLED MATERTAL
lN ouR oPlNloN' FILL coMPAcrloN MEETS sPEclFlcATloNs As INDICATED ByouR oBsERVATtoNs AND TEsr No.(s) NO TESTSIN OUR OPINION, FILL COMPACTION OOES NOT MEET SPECIFTCATIONS AS INDICATEO BY OU*O"""U*'O*' O"-O;'*-"
lcoee or oeseRVATloN: DFULLnME: i7]PERtoDrc, oNcir RAsrs;r"r.o*T*cron,c oti cLrENT. REpxEsENrATvE ADVrSED
/Qo^J/ 'Al
xr
PERFORMEDl
D
CTUTHOMPSON, INC,
i
I
SCOTT LOGAN
DB DAN DOWNING,
o
Gompaction
Test Report
cLrENr: THE BECK GROUP
P.O. BOX 8529
AVON, CO 81620
% OF MAXIMUM
MO ISTURE WITHIN
TYPE OF COMPACTION EOUIPMENT AND NO. OF UNITS;
DA1E: 12l14l2$O'l roa NUMBER GS3453
REPORT NUMSER:24 sHEEr 1 oF1
suBJEcr: PHASE IEXPANSION & RENOVATION
VAIL VALLEY MEDICAL CENTER
VAIL. COLORADO
CTUTHOMPSON, INC
CONSULTING ENGINEERS
THIS REPORT PRESENTS OPINIONS FORMED AS A RESULT
OF OUR OBSERVATION OF FILL PLACEMENT' AS WELL AS
THE TESTS SHOWN ABOVE, WE HAVE RELIED UPON THE
CONTRACTOR TO APPLY THE NECESSARY COMPACTIVE
EFFORT AND MOISTURE TO ACHIEVE SPECIFIED
COMPACTION DURING TIMES WHEN OUR OBSERVER IS NOT
PRESENT. AND AT LOCATIONS OTHER THAN THOSE
TESTED. TEST DATA ARE NOT THE SOLE BASIS FOR
OPINIONS ON WHETHER THE FILL MEETS SPECIFICATIONS'
o
% OF OPTIMUM
MOISTURE ADDED BY
THICKNESS OF LIFT INCHES
TYPE OF EARTH MOVING EOUIPMENT ANO NO. OF UNITS:
PROGRESS REPORT
THE GROUND HEATER WAS STILL LAYED OUT ON THE FILL AREA, WE CHECKED TO SEE IF THE HEATER HAD
BEEN TURNED ON AND IT HAD NOT. WE ADVISED DAVE ARCHULETA WITH BEGK THAT THIS HEATER SHOULD
BE LEFT ON TO REMOVE FROST FROM THE GROUND. SHORTLY AFTER TALKING wlTH DAVE THE HEATER WAS
TURNED ON. COGGINS CONTINUED TO REPAIR THEIR GROUT MACHINE THAT HAD BROKE YESTERDAY BEFORE
ANY GROUT GOULD BE PI-ACED. THE MACHINE WAS FIXED AND GROUT BEGAN BEING PLACED AROUND NOON.
FOUR TEST CYLTNOERS WERE MADE FOR STRENGTH TESTING. NO BACKFILLING WAS DONE TODAY.
NO TESTS PERFORMED
D!
IN OUR OPINION. FtLL COMPACTION MEETS SPECIFICATIONS AS TNOICATED BYOUR OBSERVATIONSANO TEST NO.(S)
IN OUR OPINION, FILL COMPACTION DOES NOT MEET SPECIFICATIONS AS INOICATED BY OUR OBSERVATIONS ANO TEST NO'(S)
SCOTT LOGAN
FIELO REPRESENTATIVE
DB
NO.LOCATION DEPTH
I-Etr I
LABORATORY
coM-
PACTIC
MAX
DENSITY
oMc%DRY
DENSITY
PCF
MC%
!ruu_rnre; ! eearoorc. or.r cn-L MsFrEcoNrRAcroR s oR cLIENTS REPRESENTAIvE ADVISED JIM W COGGINS . _
CTUTHOMPSON, INC.b"F- &**i.%
APPqovED BY DAN DOWNING, FIELD MANAGER
Compaction
Test Report
CLIENT: THE BECK GROUP
P.O. BOX 8529
AVON, CO 81620
CTL/THOMPSON, INC
co}suLTING ENGINEERS
./DATE:
REPoRT NUMBER 24 SHEET 1 or
SUBJECT PHASE IEXPANSION & RENOVATTON
VAIL VALLEY MEDIC.AL CENTER
VAIL, COLORADO
1A141200'l - JoBNUMBER GS34S3
THIS REPORT PRESENTS OPINIONS FORIUED AS A RESULT
OF OUR OBSERVA]ION OF FILL PLACEMENT, AS WELL AS
THE TESTS SHOWN ABOVE, WE HAVE RELIED UPON THE
CONTRACTOR TO APPLY THE NECESSARY COMPACTIVE
EFFORT ANO MOISTURE TO ACHIE1/E SPECTFIED
COMPAfiON DURING TII\,IES WHEN OUR OBSERVER IS NOT
PRESENT, AND AT LOCATIONS OTHER THAN THOSE
TESTED. 'IEST OATA ARE NOT THE SOLE BASIS FOR
OPINIONS ON WHETHER THE FILL MEETS SPECIFICATIONS.
iO
SPECIFICATIONS:% OF MMIMUM
MOISTURE WTHIN
TYPE OF COMPACTION EQUIPMENTAND NO. OF UNITS:
% OF OPTIMUM
MOISTURE AODED BY
THICKNESS OF LIFT
TYPE OF EARTH MOVING EOUIPMENTANO NO. OF UNTTS:
PROGRESS REPORT
THE GROUND HEATER WAS STILL LAYED OUT ON THE FILL AREA. WE CHECKED TO SEE IF THE HEATER HADBEEN TURNED ON AND 1T HAO NOT. WE ADVTSED DAVE ARCHULETA WITH BECK THAT THIS HEATER SHOULDBE LEFT ON TO REMOVE FROST FROM THE GROUND. SHORTLY AFTER TALKING WTH DAVE THE HEATER WASTURNED ON. COGGINS CONTINUED TO REPAIR THEIR GROUT MACHINE THAT HAD BROKE YESTERDAY BEFOREANY GROUT COULD BE PLACED. THE MACHINE WAS FIXED AND GROUT BEGAN BEING PLACED AROUND NOON.FOUR TEST CYLINDERS WERE MADE FOR STRENGTH TESTING. NO BACKFILLING WAS DONE TODAY.
T-'I IN OUR OPINION, FILL COMPACTION MEETS SPECTFICATIONS AS INOICATED BY OUR OBSERVATIONS AND TEST NO.(S) NO TESTS PERFORMED
_ I lN ouR oPlNlON, FILL COMPACTION OOES NOT MEET SFECTF|CAT|ONS AS INO|CATED By OUR OBSERVATTONS AND rEST NO.(S)
-!scoee or ossERVArtoN: Irttt-r ttr.rr; E peptootc, oH crlL B^srs;gcorrrMcroR,3 oR cLrEr.lrs REpREsENTA rrviruvrsED JrM w coGGrNs,\- t \
SCOTT LOGAN crurHoMpsoN, rNc. L-?ft'J 4---Ot-'tnt-r,r't-o.\
rteon
DB
AFF|<(JVEU uy DAN DOWNING, FIELD MANAGER
I
I
NO.LOCATION
FEET
IESI
LABORATORY
coM-
PACTION
v.
SOIL TYPEMAX
DENSITY oMc%DRY
DENSITY MCOA
o
Compaction
Test Report
cLrE}n: THE BECK GROUP
P.O. BOX 8529
AVON, CO 81620
oArE: 1211312001 "roa Huueen: GS3453
REPORT NUMBER: 23 SHEET
-L
OF
suBJEcr: PHASE I EXPANSION & RENOVATION
VAIL VALLEY MEDICAL CENTER
VAIL. COLORADO
GTLffHOMPSON, ING
CONSULTING ENGINEERS
THIS REPORT PRESENTS OPINIONS FORMED AS A RESULT
OF OUR OBSERVATION OF FILL PLACEMENT' AS WELL AS
THE TESTS SHOWN ABOVE, WE HAVE RELIED UPON THE
CONTRACTOR TO APPLY THE NECESSARY COMPACTIVE
EFFORT AND MOISTURE TO ACHIEVE SPECIFIED
COMPACTION DURING TTMES WHEN OUR OBSERVER IS NOT
PRESENT, AND AT LOCATIONS OTHER THAN THOSE
TESTED. TEST OATA ARE NOT THE SOLE BASIS FOR
OPINIONS ON WHETHER THE FILL MEETS SPECIFICATIONS'
SPECIFIcATIONSi 7o OF MMIMUM
MOISTURE WITHIN
TYPE OF COMPACTION EOUIPMEN'ANO NO. OF UNITS:
.N OF OPTIMUM
MOISTURE AOOED BY
THICXNESS OF LIFT
UPON ARRIVAL AT THE SITE THE GROUND HEATER WAS STILL LAYED OUT OVER AREAS TO BE BACKFILLED'
NO BACKFILLING WAS BEING DONE AND CWC WAS NOT PRESENT AT T}IE SITE. BEFORE LEAVING THE SITE
we nronueo eecx rHlr webtD Nor BELIEvE THE HEATER wAs TURNED oN AND THAT lr sHouLD BE. coGGlNS
GoNTINUED TO PREPARE FOR PLACEMENT OF GROUT BUT HAO NOT STARTED THIS PROCEDURE' ,(h/,Pttl
' / \)-
"{'
TYPE OF EARTH MOVING EOUIPMENTAND NO. OF UNITS:
'NoURoPtN|oN.FILLcoMPAcT|oNMEETSsPEctF|cAT|oNsAs|NoICATEDBYoURoBSERVAT|oNsANoTESTNo.(s)
NO TESTS PERFORMED
IN OUR OPINION, FILL COMPACTION DOES NOT MEET SPECIFICATIONS AS TNOICATED BYOUR OBSERr'ANONS ANO TEST NO'(S)
scopE oF oBsERVArloN: IFULL TlMEt Q eenroorc. or.: cnlL BAsrs;McoNTMcroR's oR cLlENTs REPRESENTATIVE ADVlsEo JIM w/ COGGINS - "
SCOTT LOGAN
FIELO REPRESENTATIVE
DB
o=
NO.LOCATION UEF I II
TYPE
LABORATORY
coM-
PACTION
%
SOILTYPEl\,,lAX
DENSIry
oMc%DRY
DENSITY
MC%
crurHoMPsoN, tNc. t\ ,o]-_ti|"-'
APDROVED BY DAN DOWNING,
Gompaction
Test Report
CLIENT THE BECK GROUP
P.O. BOX 8s29
AVON, CO 81620
CTL/THOMPSON, INC
L FIq I CONSULTING ENGTNEERS,/lzllglzool / Jos iruMeea: GS34s3
REPORTNUMEER: 23 SHEET 1 oT
SUBJECT: PHASE IEXPANSIoN a neNoEiloru
VAIL VALLEY MEDICAL CENTER
VAIL, COLORADO
SPECIFICATIONS:% OF MAXIMUM
MOISTURE WITHIN
TYPE OF COMPACTION EQUIPMENTAND NO. OF UNITS:
THISREPORT PRESENTS OPINIONS FORMED AS A RESULToF_out oBSERVAIoN oF FILL plAcEureNi riweiiX IrHE rEsrs sHowN ABovE, wE HAVE Rerreb uporu iiicoNrlAcroR ro AppLy rHE NEcESsARibbMpiCirvi
EFFO€T AND MOISTURE TO ACHIEVE SPCCTPNO
' - "--
COT\/|P4CTION DURTNG TIMES WHEN OUN OASERVCR IS NOrpREs_ENT, AND AT LocATroNs orxEa +rlr.r rndiE ' '- ''"'
TEsrED.,TEsr DATA ARE Nor rHE soLE elsrs FoioprNroNs oN wHetHER THE FrLL MEETS spiclrrclrrorus.
% OF OPTIMUM
MOIS]UREAODED BY
THICKNESS OF LIFT
TYPE OF EARTH MOVING EQUIPMENTAND NO. OF UNITS:
PROGRESS REPORT
UPON ARRIVAL AT THE S|TE THE 9!99.!D HEATER WAS STILL LAYED OUT OVER AREAS TO BE BACKFILLED.No BAGKFILLING wAs BEING-D-o.ltr allo cwt ivni',l6i"phe-senr lr rHE srrE. BEFoRE LEAVTNG THE srrEwE INFoRMED BECK rHAr wE Dlo Hoi-eeiL-vi?iliiliiien was run'Eo 6r'rHE iiei rr snour-o BE. coccrNsCONTINUED TO PREPARE rON PUCCUEI.I;b} iNiJ-Ui'EiiHAO NOT STARTED THIS PROCEDURE.
I lN ouR oPtNloN' FILL coMPAcTloN MEETS sPEclFlcATloNs As INDICATED BY ouR oBsERVATroNs ANo rEsr No.(s) No TEsTs pERF6RMED
DlNoURoP|N|oN,F|LLcoMPAcTloNooEsNoT|\,|EETsPEc|FlcAT|oNsAs|ND|cATEDBYouRoBsERVAr,o",o"o,..il;t#
t-
L
.
IEJI
NO.LOCATION
I It E
LABORATORY
coM-
PACTION
'/o
SOIL TYPEDEPTHl!,tAx
DENSIry
rLF
oMc%DRY
DENSITY
PCF
MCyo
ANU rEs I N(].(s)
lDOPE oF oBSERVATIoN: f,ruIu II,Ie; Q eeanolc. on caTL EAsIs;McoMTMcToR,s oR cLIENTS REPRESENTA1VE ADVI5EDJIM
Compaction
Test Report
CTIENT: THE BECK GROUP
P.O. BOX 8s29
AVON, CO 81620
' ESTIMATED 8YA ONE POINT
sPEClFlCATloNsr 100 % OF MAXIMUI\,{ASTM D698
% OF OPTIMUM
CTLffHOMPSON, INC
CONSULTING ENGINEERS
THIS REPORT PRESENTS OPINIONS FORMED AS A RESULT
OF OUR OBSERVATION OF FILL PLACEMENT, AS WELL AS
THE TESTS SHOWN ABOVE, WE HAVE RELIED UPON THE
CONTRACTOR TO APPLY THE NECESSARY COIVPACTIVE
EFFORT AND MOISTURE TO ACHIEVE SPECIFIED
COMPACTION DURING TIMES WHEN OUR OBSERVER IS NOT
PRESENT, AND AT LOCATIONS OTHER THAN THOSE
Itrs r EU- rEJIu^lAAi(trl\\JI llic-\JLtr !1AJl5 rUK
OPINIONS ON WHETHER THE FILL IVEETS SPECIFICATIONS,
DArE: 1211212001 .roe Nur"raEn: GS3453
REPORT NUMEER: 22 SHEET 1 OP
SUBJECT: PHASE I EXPANSION & RENOVATION
VAIL VALLEY MEDICAL CENTER
VAIL, COLORADO
o
MOISTUREWITHIN
ryPE OF COMPACTION EQUIPMENT AND NO, OF UNITS:
1)JUMPING JACK
1)TRACKHOE w/ SHAKER HEAD
I!!OISTUREADDED 8Y
THICKNESS OF LIFT
GARDEN HOSE
TYPE OF EARTH MOVING EOUIPMENTANO NO. OF UNITS:
1)TRACKHOE
PROGRESS R€PORT
CWC ADVISED US THAT THE GROUNO HEATER WAS SPREAD ON THE GROUND YESTERDAY AF|ERNOON AND REMOVED
THIS MORNING SO BAGKFILLING COULD CONTINUE. SOME BACKFILL HAD BEGAN FOR THE INTERIOR SLAB
AREA. THE SURFACE OF THE AREA WHERE THE GROUND HEATER WAS PLACED APPEARED TO THE FREE OF VISUAL
rcE. rcE cHUNKs wERE oBsERVED rN THE srocKplLED BAcKFTLL MATERTAL. sNow AND lcE wAs oBsERvED l
tN THE AREAWHERE THE pRopANE HEATERwAs Nor pLAcED. FREEZ|NG TEMpERATURES coNTtNuED THRouGHour "/L, I
THE DAy. No HEAT wAs BEING AppLrED To rHE FRozEN AREAS DuRTNG THE DAy. THE coNTRAcroR ADvrsED .A/wl
us cRouND HEATERS wtLL BE usED AGATN ToNtcHT. coGGtNs AND soNS HAo coMpLETED DRILLTNG THE ' I t .l
(continued on Sheet 2 oI Repotl 22 ) Ili=
-'l IN ouR oprNroN, FILL coMpAcroN MEETS spEcrFrcATroNs As rNotcArED By ouR oBsERVATroNs AND TEsr No.(s) 264 Pv
E lN ouR oPlNloN, FILL COMPACTTON DOES NOT rrFFT SPFC|FTCATTONS aS NnTCATFO Ry O|lR oBSFR\/aTrnNs ANn TFST NO.(S) 26,2t
scoPE oF OBSERVATToN: fFuLLTTME: QcenrOorC, On crlL BASIS;E CONTMCTOR,S oR cLtENTS REpnesENTATrvE Meo CWCh"
crurHoMpsoN,rNc. L->W *!-b-.^,,nrr*
SCOTT LOGAN _*\
FIELD REPRESENTATIVE
DB
APPROVED BY DAN DOWNING. FIELD MANAGER
NO.LOCATION
ryPE
LABORATORY FIELD
,ACTION
%
SOIL TYPEMAX
DENSITY
PCF
oMco/o
nov
DENSIry
I-LT
tvlc%
26
55'W.4'N OF SE CORNER OF
3.5 NUC 138.0 7.0 136.0 'f 'l 99
1.5 ABC
RETAINING WALL
264
RETEST NO.26
NUC 138.0 7.O 138.0 7.0 100
1.5 ABC
27
4O'W,2'N OF SE CORNER OF
2.0 NUC 138.0 7.0 133.0 6.7 96
1.5 ABC
RETAINING WALL
Gompaction
Test Report
cLrENrr THE BECK GROUP
P.O. BOX 8529
AVON. CO 81620
100
MOISTURE WITHIN
TYP€ OF COMPACTION EQUIPMENT AND NO. OF UNITS:
1)JUMPING JACK
% OF MAXTMUM ASTM D698
% OF OPTIMUM
CTUTHOMPSON, INC
CONSULTING ENGINEERS
THIS REPORT PRESENTS OPINIONS FORMED AS A RESULT
OF OUR OBSERVATION OF FILL PLACEMENT, AS WELL AS
THE TESTS SHOWN ABOVE, WE I1AVE RELIED UPON THE
CONTMCTOR TO APPLY THE NECESSARY COMPACTIVE
EFFORT AND MOISTURE TO ACHIEVE SPECIFIED
CON4PACTION DURING IIMES WHEN OUR OBSERVER IS NOT
PRESENT. AND AT LOCATIONS OTHER THAN THOSE
TESTED, TEST DATA ARE NOT THE SOLE BASIS FOR
OPINIONS ON WHETHER THE FILL MEEIS SPECIFICATIONS,
DATE: 12I12I2OO'I :OB NUMEER: GS3453
REPoRT NUMBER: 22 sHEEr -3_ o,
suBJEcr: PHASE I EXPANSION & RENOVATION
VAIL VALLEY MEDICAL CENTER
VAIL. COLORADO
o
1)TRACKHOE w/ SHAKER, HEAD
MOISTURE AODED BY
THICKNESS OF LJFT
GARDEN HOSE
TYPE OF EARTH MOVING EOUIPMENT AND NO. OF UN TTS:
1)TRACKHOE
IEJI
NO.LOCATION OEPTH IEJI
I YHE
LABORATORY FIELD
coM-
\cT|c
lo
SOIL ryPEIVAX
DENSITY
oMco/o DRY
DENSITY
MC%
' ESTIMATED BY A ONE POINT
PROGRESS REPORT (Continued from Sheet 1 of R€port 22 )
FOUR MINI PILES AT LOCATION C.1. BACKFILL GONTINUED ADJACENT TO THE RETAINING WALL, THE CONTRACTOR
WAS ADVISED TO APPLY ADDITIONAL COMPACTIVE EFFORT TO THE AREA OF TEST NO. 27.
1| f rN ouR oprNroN, F'LL coMpAcnoN MEgrs spEcrFrcATroNs As TNDTcATED By ouR oasERVATroNs ANo rEsr No.(s)
-- r-] IN oUR oPINtoN. FILL coMPAGTIoN DoEs NoT MEET SPECIFICATIoNS AS INDICATED BY OUR OBSEFO/ATIONS ANO TEST NO,(S)
SCOPEOF OBSERVATION: I--IFULL TIME; iIPEAIOOIC. OH CAIL BAS IS:i-I CONTRACTOR'S ORCLIENTS REPRESENTATIVE AOVISED
SCOTT LOGAN
DAN DOWNING, FIELD MANAGER
Compaction
Test Report
CLIENT: THE BECK GROUP
P.O. BOX 8529
AVON, CO 81620
oArE: 1211212001
REPORTNUMBER: 22
SUBJECT:
CTL/THOMPSON, INC
CONSULTING ENGINEERS
loe tur,laen:_GS3453
SHEET 1 oe _2
PHASE IEXPANSION & RENOVATION
VAIL VALLEY MEDICAL CENTER
VAIL, COLORADO
SPECtFtCAnoNS:100 % OF MAXIMUM
MOISTURE WITHIN
TYPE OF COMPACTION EQUIPMENT AND NO. OF UNMS:
7H|CXNESS OF LIFT
TYPE OF EARTH MOVING EQUIPMENTANO NO. OF UNITS:
1)TRACKHOE
PROGRESS REPORT
THIS R-EPORT PRESENTS OPINIONS FORMED AS A RESULToF_OrJR OBSERVATTON OF F|LL pLAoEr,.levr, eS WeiL1-S- '
rHE TESTs sHowN ABovE, wE HAVE ReLreb up6i r-ifcoxrRAcroR To AppLy rHE NEcEsseni cbl,lpr&viEFFO€T-AND MOISTURE TO ACHIg/E SPECIFIED
'-'"'
cor4pAcnoN ouRrNG TIMES wHEN oun oesEivEn rs ruorPRES-ENT, AND AT LocATIoNs oTHER TI.IAr,r riosE ' - .-,
rEsrED. _TEST DATA ARE Nor rHE sole ansrs pbR
oprNroNs oN wHETHER THE FrLL MEErs spiblnillor.rs.
ASTM D698
% OF OPTIMUM
iffiffix,"',i,?1'"TH^'J,_:.i^["3i3.X?J:T,y,f;.JA*:pj#.: g3o^uj,,_D IFUFRDAYAFTERNooN AND REMoVEDIltT?li'i3"..iS1"#'+,_#l?:l$.f.g:ylyjli:*i:i&{r1"fi?,J."nl.n"I5["fiI?^T.'FilRgLiiffijtJ[iiH[5ii,=_?1,,ji,.=_?EiHlnE"T"{:$.l{iiilEir.ff_{."Et\i3ilJ.xTffii?ii::?,u,",^,_ifi?,F:""#ilny.'ffi.o"":S5xill*itiS*li:i.il,"a"if.f[?J_??:?i5i'T$S?"l"Jl55gE:ffi.X
illX'^i:'^AHliT'-li'Ji331Hi,:tix#.tlj:"r,i'flf l#ji5-ii#iff 0i3J?:H+ff.TiXXEio,ou'.Jg'"?:1"["E:+l#T,ii,]."ffJ#^?"* lf"X##1.* ffiii,it";',T^',lT#lE:S,"SJ]""?^XilS.T
\ r us cRouND Hearens wrrr- ie uiiJatari +lii,'e;:T"tHff;,is'$s^Fr:^"f;billir"r?itffiflift1?J
,I
f r::::::lNloN F.LL coMpAcrtoN MEETS spEcrFtcATroNs As rNDrcArED By ouR oBsERVATroNs ANo rF.qr N. /et
(continued on sheet^2
I :::::i:::. :::::::l::l lTr **rFtcAroNs As TNDT.ATED By ouR oBsERVAroNs ANo rEsr No.(s)
(continued on sheetA2 or Report 22
,tw.lo, aoA
ANorEsrNo.(s) 26,21
scoPEoF .BSERVATIoN: TFULLTIME: Q eentootc, ot celL BAsrs;la coNT*croR,s oR cLrENrs REpREsENTATT'E ADVTSED cwc
SCOTT LOGAN
DB
!
ss'w,4'N or se coRruEnEr
40'w,2'N or se conr.rERt'p
ESTIMATED BYA ONE POINT
1)TRACKHOE W/ SHAKER HEAD
CTL/THOMPSON, INC.
Compaction
Test Report
CLI€NT: THE BECK GROUP
P.O, BOX 8529
AVON, CO 81620
' ESTIMATED BY A ONE POINT
SPECIFICATIONS:
MOISTUREWTHIN
TYPE OF COMPACTION EOUIPMET.IT ANO NO. OF UNTTS:
MOISTURE ADOEO 8Y
THICKNESS OF LIFT
SUBJECT: PHASE I EXPANSION &
VAIL VALLEY MEDICAL
VAIL, COLORADO
CTL/THOMPSON, tNC
REPORT NUMBER: 22 SHEET 2or)
RENOVATION
CENTER
{00 y.oFMAXrMuM ASTM D69g rHIS R-EPORT PRESENTS OPINIONS FORMED AS A RESULTOF_OIJR OBSERVATTON OF F|LL pLACEMerln, eS w+r_iJ '
THE TEsrs sHowN ABovE, wE neve ner_eb uporu iiicolrrrre6Top 16
^ppLy
rHE NEcESSmvbblapnCrrvi
EFFORT ANO MOTSTURE TO ACHIEV6 SPECIFIEDcor,,rpAcJroN DURTNG Tlr\rEs wHEN oun oesiRvEn ts NorPR-ES_EJ']T, AND AT LOCATTONS Orlen rnnr,r TFrOIE - '-'
TEST,ED.-TEsr DATA ARE Nor rHE soLE elsrs ioRoplNloNs oN WHETHER THE FrLL rureErs spictHcerror,rs.
% OF OFNMUM
ryPE OF EARTH MOVING EQUIPMENT AND NO. OF UNITS:
FOUR NINI PILES AT LOCATION.C.1. BACKFTLL CONTINUED ADJACENT TO THE RETAINTNG WALL.WAS ADVISED TO APPLY ADDITIONAL dOM-'PAC;Ii; iiiO.ii ,O rrrc AREA OF TEST NO. 27.
tr lN ouR oPlNloN' FILL COMPACTION MEEIS SPEC|F|CAT|ONS AS |NO|CATED By OUR OBSERVATIONS AND TEST NO.(S)
-l
rN 0uR oPlNjoN' FILL coMPAc'IloN ooEs Nor MEET spEcrFrcA'roNs As TNDT.ATED By ouR o&sERVAT,o*ro"l rar*av
scoPE oF oBsERvATloN: IFULLTIME: Ieenlootc' ot't cell BAsrs;-coNT*croRs oR cLrEr,irs REpRE.ENTATN€ AovrsED
1)TRACKHOE
PROGRESS REPORT (Continued trom Sheet 1 of Report 22 )
SCOTT LOGAN
THE CONTRAGTOR
Ayr'
CIUTHOMPSON, tNC,
o
Compaction
Test Report
cuENr: THE BECK GROUP
P.O. BOX 8529
AVON, CO 81620
sPECrFrCATroNs: 100 % oF MAxtliuM
IIIOISTURE WTHIN
TYPE OF COMPACTION EQUIPMENT AND NO. OF UNNS:
I)JUMPING JACK
CTL/THOMPSON, INC
CONSULTING ENGINEERS
1211112001 .roe NUMeEn: GS3453
REPORT NUMBER:21 1or2
SUBJECT: PHASE I EXPANSIoN & RENoVATIoN
VAIL VALLEY MEDICAL CENTER
VAIL, COLORADO
ASTM D698 THIS REPORT PRESENTS OPINIONS FORMED AS A RESULT
OF OUR OBSERVATION OF FILL PLACEMENT. AS WELL AS
THE TESTS SHOWN ABOVE, WE HAVE RELIED UPON THE
CONTRACTOR TO APPLY THE NECESSARY COMPACTIVE
EFFORT AND MOISTURE TO ACHIEVE SPECIFIED
COMPACTION DURING TIIUES WHEN OUR OBSERVER IS NOT
PRESENT, AND AT LOCATIONS OTHER THAN THOSE
TESTED. TEST DATA ARE NOT THE SOLE BASIS FOR
CPINICNS C!.I $JI.-IETHER THE FI!.!- [,IEETS SPECIFICATIoNS.
% OF OPTIMUM
MOISTURE ADOED BY
THICKNESS OF LIFT
1)GARDEN HOSE
PROGRESS REPORT
COGGINS BEGAN DRILLING THE FIRST HOLE TODAY FOR THE FOOTER AT LOCATION C.1. T}IE CONTRACTOR
ADVISED US THAT A CONSIDERABLE AMOUNT OF GROUND WATER WAS ENCOUNTERED AT APPROXTMATELY ,I5 FEET.
CWC WAS PLACING BACKFILL ALONG THE NORTH SIDE OF THE RETAINING WALL BELOW THE PLANNED INTERIOR
SLAB. WE RECOMMEND THAT A HEATER BE PL.ACED IN THIS AREA FOR APPROXTMATELY 48 HOURS TO REMOVE
FROST BEFORE ANY BACKFILLING BEGAN. A GROUND HEATER ARRTVED AT THE SITE AROUND NOON AND WILL
BE USED OVER NIGHT, ICE CHUNKS AND WATER WERE STILL BEING SHOVELED OFF THE ROOF INTO THIS
AREA. BLANKETS WERE BEING PLACED OVER THIS AREA TO HELP PREVENT FURTHER ACCUMULATION OF SNOW
l-'l lN ouR oPlNloN, FILL coMPACTION MEETS SPECTFICATTONS AS tNOTCAIED By OUR OBSERVATTONS AND TEST NO.(S)
1| n tN ouR oPtNtoN, FILL coMpAcroN DoEs Nor MEET spEcrFrcATroNs As INDTCATED sy ouR oBsERVATloNs ANo rEsr No.{s)
scoPE oF oBsERVATIoN: nFULLT|MEi Q eentootc. oH celL BAsts;U coNrRAcroR,s oR cltENTS REpRESENTATIVE AovtsED CWC
NO.LOCATION DEPTH
TYPE
LABORATORY FIELD
col!,|.
PACTION
to
SOILTYPEMAx
OENSITY
ot\rc%DRY
DENSIry
PCF
MC%
TYPE OF EARTH MOVING EQUIPMENTANO NO, OF UNITS:
4t-.
(Continued dn Sheet 2 of Reiiort 2i )
NO TESTS PERFORMED
.Dro-*.,,SCOTT LOGAN
DB
CTUTHOMPSON, INC.
(o
Gompaction
Test Report
ctEMr: THE BECK GROUp oArE 1211112001 roar'iut'raen: GS3453
P,O. BOX 8529 REPoRTNUMBER: 21 sHEEr 2 op 2
AVON, GO 81620 suBJEcr: PHASE I EXPANSION & RENOVATION
VAIL VALLEY MEDICAL CENTER
VAIL, COLORADO
SPECIFICANONS: 1OO % OF MAXMUM ASTM D698 THIS REPoRT PRESENTS OPINIONS FORMED AS A RESULT
OF OUR OBSERVATION OF FILL PLACEMENT, AS WELL AS
MOISTURE WTTHIN
TYPE OF COMPACTION EOUIPMEMTAND NO, OF UNITS:
1)JUMPING JACK
CTL/THOMPSON, ING
CONSULTING ENGINEERS
% oF oPrlMUM rHE TEsrs sHovvN ABovE, wE HAVE RELTED upoN THE
CONTRACTOR TO APPLY THE NECESSARY COMPACTIVE
EFFORT ANO MOISTURE TO ACHIEVE SPECIFIED
COMPACTION OURING TIMES WHEN OUR OBSERVER IS NOT
PRESENT. AND AT LOCATIONS OTHER THAN THOSE
TESTED. TEST DATA ARE NOT THE SOLE BASIS FOR
CPINIOTJS ON \T.'!.'IETI.'IER THE FILL MEETS SPECIFICATIONS.MOISTURE ADDEO BY
THtcKNEss oF LIFT _ '""*t"
WPE OF EARTH MOVING EOUIPMENT AND NO. OF UNITS:
1)TRACKHOE
1)GARDEN HOSE
NO.LOCATION LJET I r|
FEET
tESl
I Y I-E
LABORATORY FIELD
coM-
PACTION
"/o
SOIL ryPEMAX
DENSIry
PCF
OMC0/6 DRY
OENSITY
MCo/o
PROGRESS REPORT (Continued ftom Sh6et I of Report 21 )
AND WATER ON THIS SURFACE AND TO PREVENT FREEZING,
f-j rN ouR oPrNroN, FILL CoMPACTtON MEETS SPECIF|CATTONS AS TNDTCATEO By OUR OBSERVATTONS AND TEST NO.(S)
i- IN OUR OPINION, FILL COMPACTION OOES NOT MEET SPECIFICANONS AS INOICATED BY OUR OESEF$r'ANONS ANO TEST NO.(S}
scoPE oF oBSERVATTON: !FULLTTME: !eenrOOrC. Or CelL BASrS;n CONTRqCTORS OR CtirENr-S REPRESENTATTVE AOVTSEO
SCOTT LOGAN
'i--., r\'.
crurHoMpsoN, rNc. j_i:," . .. ., _ . .1 .,.1..1
FIELO REPRESENTATIVE
SUBJECT: PHASE I EXPANSIoN & RENoVATIoN
VAIL VALLEY MEDICAL CENTER
VAIL, COLORADO
100 % oF MAXTMUM ASTM D698 THIS REPORT PRESENTS OPINIONS FORMED AS A RESULT
OF OUR OBSERVATION OF FILL PLACEMENT, AS WELL AS
THE TESTS SHOWN ABOVE, WE HAVE RELIED UPON THE
CONTRACTOR TO APPLY THE NECESSARY COMPACTIVE
EFFORT AND I\,IOISTURE TO ACHIEVE SPECIFIED
COMPACTION DURING TIMES WHEN OUR OBSERVER IS NOT
PRESENT, AND AT LOCATIONS OTHER THAN THOSE
TESTED, TEST DATA ARE NOTTHESOLEBASIS FOR
OPINIONS ON WHETHER THE FILL MEETS SPECIFICATIONS.
MOISTUREWTHIN O/! OF OPTIMUM
TYPE OF COMPACNON EOUIPMENT AND NO. OF UNITS:
MOTSTUREAOOED 8Y I)GARDEN HOSE
THICKNESS OF LIFT INCHES
COGGINS BEGAN DRILLING THE FIRST HOLE TODAY FOR THE FOOTER AT LOCATION C.1. THE CONTRACTORADVISEO US THAT A CONSTDERABLE AMOUNT OF GROUND WATER WAS ENCOUNTERED AT APPROXIMATELY 15 FEET.cwc wAS PLACING BAGKFILL ALoNG THE NORTH stDE oF rHE RETAINING wALL BELow rHE pLANNED tNTERtoRSLAB. WE RECOMMEND THAT A HEATER BE PLACED IN THIS AREA FOR APPROXIMATELY 4E HOURS TO REMOVEFROST BEFORE ANY BACKFILLING BEGAN. A GROUND HEATER ARRTVED AT THE SITE AROUND NOON AND WILL
TYPE OF EARTH MOVING EOUIPMENTAND NO. OF UNITS:
't)TRACKHOE
Compaction
Test Report
CLIENT: THE BECK GROUP
P.O. BOX 8s29
AVON, CO 81620
1211112001 .roe Nuirae* GS3453
REPORT NUMSER: 21 SHEET
CTL/THOMPSON, INC
CONSULTING ENGINEERS
oF2
TEST NO.(S)
BE USED OVER NIGHT. ICE CHUNKS AND WATER WERE STTLL EEING SHOVELED OFF THE RooF INTO TlltsAREA. BLANKETS WERE BEING PLACED OVER THIS AREA TO HELP PREVENT FURTHER ACCUMULATION OF SNOW
- rN ouR oprNroN. F'LL coMpActoN MEET. ,r..,r,*r,o*. i, rNDrcAlED By ouR ossERVAtoNs ANo rEsr
"o ,.,
t"-tilf+;t?TtJait3ff?T tt
.l f] lN ouR oPlNloN' FILL COMPACTION DOES NOT MEET SPECTFTCAT|ONS AS IND|CATED Sy OUR OBSERVATTONS AND.--
SCOTT LOGAN
FIELD REPRESENTATIVE
DB
scoPE oF oBSERVATION: f FULL l-ll\rE: Qeentootc. ot't c,rr-L BAsrsr U coNrmcroR,s oR clrENTs REpREsENTArrut AovrsED CWC
crurHoMPsoN, rNc. ;-"'.
't--"irf*''"
NO.LOCAT1ON DEPTH
I-EE I TYPE
LABORATORY FIELD
coM-
PACTION
Yo
SOIL TYPEMAX
oENSTTY
PCF
oMco/"DRY
DENSITY
TUT
MC%
APPROVED BY
o
Gompaction
Test Report
cLrENr: THE BECK GROUP
P,O. BOX 8529
AVON, CO 81620
SPECIFICATIONS; 1OO % oF MAXIMUM
iIOISTURE WITHIN
TYPE OF COI,|PACTION EOUIPMENTANO NO. OF UNITSi
I Tf I crurHoMPsoN, tNC
I l=C I cor.tsurrrruG ENGINEERS
'tatlnool / JosfiuMaen: GS3453
REPoRT NUMEER 21 SHEET 2 or 2
SUEJECT: PHASE I EXPANSION & RENOVATION
VAIL VALLEY MEDICAL CENTER
VAIL, COLORADO
ASTM 0698 THIS REPORT PRESENTS OPINIONS FORMED AS A RESULT
OF OUR OBSERVATION OF FILL PLACEMENT, AS WELL AS
THE TESTS SHOWN ASOVE, WE HAVE RELIED UPON THE
CONTRACTOR TO APPLY THE NECESSARY COMPACTIVE
EFFORT AND MOISTURE TO ACHIEVE SPECIFIED
COMPACTION DURING TII\,IES WHEN OUR OBSERVER IS NOT
PRESENI, AND AT LOCANONS OTHER THAN THOSE
TESTED. TEST DATA ARE NOT THE SOLE BASIS FOR
OPINIONS ON WHETHER THE FILL MEETS SPECIFICATIONS.
% OF OPTIMUM
MOISTUREADOED BY
THICKNESS OF LIFT
TYPE OF EARTH MOVING EQUIPMENTANO NO. OF UNITS:
NO.LOCATION
LABORATORY |.IELLJ
coM-
PACTION
%
SOIL ryPEMAX
DENSITY oMc%DRY
DENSITY
MCyo
1)GARDEN HOSE
I
PROGRESS REPORT
AND WATER ON THIS
(Continued ftom Sh€et 1 of Report 2i )
SURFACE AND TO PREVENT FREEZING.
n lN ouRoPlNloN' FILL COMPACTION MEETS SPECIF|CAnONS AS TND|CATED SYOUR OBSERVATTONS ANO TESr NO.(S) _ I
|[tlounoe|N|oN'F|LLcoMPAcT|oNDoEsNoTMEETsPEc|F|cAT|oNsAS|NDlcATEDBYoURoBsERVAl|oNsANDTEsTNo.(s)
scoPE oF OBSERVATIoN: DFULLTTME: ! eeatootc, or ceLL BAsrsiIcoNrRAcroR.s oR cLrENTs REeREsENTAIvE ADVJSED l:\i \ ,: ., -f L" u4rrtl.€
SCOTT LOGAN crurHoupsoN, tNc. L_/it.-z 'u-tri. _)
APPROVED BY DAN DOWNING, FIELD MANAGER
Compaction
Test Report
cLrENr: THE BECK GROUP
P.O. BOX 8s29
AVON. CO 81620
% OF MMIMUM
MOISTURE WTHIN
TYPE OF COMPACTION EOUIPMENTAND NO. OF UNITS:
CTL/THOMPSON, INC
CONSULTING ENGINEERS
oArE: 121'1012001 roe ruuBeR: GS3453
REPORT NUMBER: 20 SH€ET 1 oT
SUBJECT: PHASE I EXPANSION & RENOVATION
VAIL VALLEY MEDICAL CENTER
VAIL, COLORADO
o
% OF OFNMUM
THIS REPORT PRESENTS OPINIONS FORMED AS A RESULT
OF OUR OSSERVATION OF FILL PLACEMENT, AS WELL AS
THE TESTS SHOWN ABOVE, WE HAVE RELIED UPON THE
CONTMCTOR TO APPLY THE NECESSARY COMPACT]VE
EFFORT AND MOISTURE TO ACHIEVE SPECIFIED
COMPACTION OURING TIMES WHEN OUR OBSERVER IS NOT
PRESENT, AND AT LOCATIONS OTHER THAN THOSE
TESTED. TEST DATA ARE NOT THE SOLE EASIS FOR
OPINIONS ON WHfiHER THE FILL MEETS SPECIFICATIONS.MOISTURE ADOED BY
THICKNESS OF LIFT
f
T
THE CONTMCTOR CONTINUED REMOVING SNOW FROM ALONG THE SOUTH SIDE OF THE EXISTING BUILDING AND
REMOVING IT FROM THE SITE. WE ADVISED THE CONTR,ACTOR AGAIN ABOUT HEATING THE AREA TO BE BACKFILLED
TO REMOVE ALL FROST AND SNOW. CWC AND BECK ADVISED US THAT A GROUND HEATER WOULD ARRIVE AT
THE SITE IN THE MORNING AND WOULD RUN UNTIL THE FOLLOWING DAY BEFORE BACKFILLING BEGAN. WE
ADVISED THE CONTR,ACTOR T}IAT THE WATER FLOWING OUT OF THE DRATN AT THE SOUTHEAST CORNER OF THE
EXISTING BUILDING NEEDED TO BE STOPPED. WATER tS FLOWING BETWEEN THE BUILDING AND THE FOOTER
FOR RETAINING WALL AT THE BOTTOM OF FOOTER DEPTH. COGGINS BEGAN DRILLTNG TODAY FOR MINI PILES
(Continued on Sheet 2 of Rsport 20 )
lN ouR oPlNloN. FILL coMPAcloN MEETs spEctFrcATroNs As INDTcATED By ouR oEsERVATtoNs AND TEsr No.1s1 NO TESTS PERFORMED
IN OUR OPINION, FILL COMPACTION DOES NOT MEET SPECIFICATIONS AS INOICATED BY OUR OBSERVATIONS AND TEST NO.{S)
scoPe oF oBSERVATION: xFULL TtMEi
SCOTT LOGAN
crurHoMPsoN, rNc. F\ - , n24*'/ {-S+<a*' nz"q
!rearoorc, on call sAsrs;EjcoNTRAcroR,s oR clrEl,r'r-s REpREsENTAnvE AovrsED CWC
FIELD REPRESENTATIVE
DB
tEsl
NO.LOCATION DEPTH
LABOMTORY
coM-
PACTION
Yo
SOIL TYPEMAX
DENSITY
rLi
oMc%DRY
DENSITY
PCF
MC%
TYPE OF EARTH MOVING EQUIPMENTAND NO. OF UNITS:
Compaction
Test Report
CLIENT: THE BECK GROUP
P.O. BOX 8529
AVON, CO 81620
CTLffHOMPSON, INC
CONSULTING ENGINEERS
OATE JoB NUMBER: GS3453
REPORT NUMEER: 20 SHEET 2oe
SUBJECT: PHASE I EXPANSION & RENOVATION
VAIL VALLEY MEDICAL CENTER
VAIL. COLORADO
NO.LOCATION DEPTH TEST
LABORATORY FIELD
coM-
'ACTION
SOIL ryPEIVAX
DENSITY
oMcvo DRY
DENSIW
MC%
SPECIFICATIONS:% OF MMIMUM
MOISTURE wlTHIN
TYPE OF COMPACTION EOUIPMENTAND NO. OF UNITS:
% OF OPT|MUM
THIS REPORT PRESENTS OPINIONS FORI\,IED AS A RESULT
OF OUR OBSERVATION OF FILL PLACEMENT, AS WELL AS
THE TESTS SHOWN ABOVE, WE HAVE RELIED UPON THE
CONIMCTOR TO APPLY THE NECESSARY COMPACTIVE
EFFORT AND MOISTURE TO ACHIEVE SPECIFIEO
COMPACTION DURING TIMES WHEN OUR OBSERVER IS NOT
PRESENT. AND AT LOCATIONS OTHER THAN THOSE
TESTED. TSS]' DATA ARE NOT THE SOLE BASIS FOR
OPINIONS ON WHETHER THE FILL MEETS SPECIFICATIONS,
ry
l'fr-/l'+'rr,rr9a.3
MOISTURE ADOEO 8Y
TFIICKNESS OF LIFT
PROGRESS REPORT (Continued from Shaet 1 of Report 20 )
FOR FOOTERS BESIDE GRANE PAD. NO PLANS WERE AVAILABLE FOR THIS FOUNDATION GHANGE.
IN OUR OPINION. FILL COMPACTION MEETS SPECIFICATIONS AS INOICATEO EYOUR OBSERVATIONS AND TEST NO.(S)
IN OUR OPINION. FILL COMPACTION DOES NOT MEET SPECIFICATIONS AS INDICATED 8Y OUR OBSERVATIONS AND TEST NO.(S)
SCOPE OF OBSERVATION: IFULLTtME: !EENOOIC, OH CII-I. BASIS:DCONTRACTOR'S OR CLIENTS REPRESENTATIV VISED
CTUTHOMPSON, INC.
D
tr
SCOTT LOGAN
TYPE OF EARTH MOVING EQUIPMENTAND NO. OF UNITS:
FIELO REPRESENTATIVE APPRoVEo BY DAN DOWNING, FIELD MANAGER
Compaction
Test Report
CTL/THOMPSON, INC
CONSULTING ENGINEERS
CONTRACTOR TO APPLY THE NECESSARY COMPACTIVE
EFFORT AND MOISTURE TO ACHIEVE SPECIFIED
COMPACTION DURING TIMES WHEN OUR OBSERVER IS NOT
FRESEi']T, AND Ai LCCA;ICNS OTHSR TI.IAN T HCSE
IEJIEU. ItrOI UAI,\AKCI\|\'/I INtr N\JLE EA5I5 FUt.<
OPINIONS ON WHETHER THE FILL MEETS SPECIFICATIONS.
cuENr: THE BECK GROUP DArE: 1210812001 .roaNuMaen: GS3453
P.O. BOX8529 REpoRr NUMBER: 19 sHEEr 2 or 2
AVoN, co 81620 SU8JECT: PHASE I EXPANSIoN & RENoVATIoN
VAIL VALLEY MEDICAL CENTER
VAIL, COLORADO
sPEclFrcAioNs: 100 % oF MAXTMUM ASTM D698 TH|S REPORT PRESENTS OP|NIONS FORMED AS A RESULT
OF OUR OBSERVATION OF FILL PLACEMENT, AS WELL AS
% oF oPrlMUM rHE TESTS sHowN ABovE, wE HAVE RELTED upoN THEMOISTURE WITHIN
TYPE OF COMPACTION EQUIPMENI AND NO. OF UNITS:
1)JUMPING JACK
1)TRACKHOE W/ SHAKER HEAD
MOIS1URE ADDED BY
THICKNESS OF LIFT
TypE oF EARTH Movrne eoupuetlr lruo no. oF uNrrs:
1)TRACKHOE
PROGRESS REPoRT (Continued from Sheet 1 of Report 19 )
IN THE STAIR WELL AREA, THE CONTRACTOR WAS ADVISED HEATERS WERE NEEDED BEFORE FUTURE BACKFILLING
WAS DONE.
Tl IN OUR OPINION, F|LL COMPACTTON MEETS SPECTF|CATtONS AS TND|CATED By OUR OBSERVATTONS AND TEST NO.(S)
I lN ouR oPlNloN. FILL COMPACTION oOES NOT MEET SPEC|FICAT|ONS AS |NDICATED By OUR OESERVATTONS ANO TESI NO,(S)
/w'
scoPE oF oBSERVATIoN: fFULLTIME; !eentootc, on cnll BAsrs;I coNTMctoRs oR cLtENl's REPRESENTAIVE ARtsEo {*\
scorr L.GAN crurHoMpsor{,rNc. Dgru =L)'an'*"a-3
APPROVED BY DAN DOWNING, FIELD MANAGER
NO.LOCATION uEt Itt
FEET I TTE
LABOMTORY
col\r-
PACTION
yo
SOIL ryPEMAX
DENSITY
oMc%DRY
OENSITY
MC%
'
ESTIMATED BYA ONE POII.IT
FIELD REPRESENTATIVE
Gompaction
Test Report
CLIENT: THE BECK GRoUP
P.O. BOX 8529
AVON, CO 8.1620
CTUTHOMPSON, INC
CONSULTING ENGINEERS
12t0812001 vOATE:
REPoRT NUMBER 19
SUEJECT, PHASE I EXPANSION & RENOVATION
VAIL VALLEY MEDICAL CENTER
VAIL. COLORADO
Joa NuueEn: GS3453
SHEET 1 op 2
THIS REPORT PRESENTS OPINIONS FORMED AS A RESULT
OF OUR OBSERVATION OF FILL PLACEMENT, AS WELL AS
THE TESTS SHOWN A8OVE, WE HAVE RELIED UPON THE
CONTRACTOR TO APPLY THE NECESSARY COI\4PACTIVE
EFFORT AND MOISTURE TO ACHIEVE SPECIFIED
COMPACTION DURNG TIMES WHEN OUR OBSERVER IS NOT
PRESENT. AND AT LOCAIIONS OTHER THAN THOSE
TESTED. TEST DATA ARE NOT THE SOLE BASIS FOR
OPINIONS ON WHETHER THE FILL MEETS SPECIFICATTONS.
'
ESTIMATED BY A ONE POINT
100 % oF MAxlMuM
IVOISTURE wlTHIN
TYPE OF COMPACTION EOUIPMENTANO NO. OF UNITS:
ASTM D698
% OF OPTIMUM
MOISTURE ADDED BY
THTCKNESS OF L|Fr tNcHES
scoPEoF OBSERVATIoN: nFULLTII\'lE; Qeentootc, ot celL BAsrs;McoNTRAcroR's oR cLrENTs REpREsENTATtvE AovtsED CWC ^i\ r\
SCOTT LOGAN crurHoMpsoN, tNc. !.-n inr. . U:a,,*^,,
TYPE OF EARTH MOVING EQUIPM€NI AND NO. OF I.JNITS:
1)TRACKHOE
PROGRESS REPORT
A SITE VISIT WAS MADE TO PERFORM DENSITY TESTS ON FILL BEING PLACED FOR INTERJOR SLABS. THE
CONTRAGTOR ADVISED US THAT THE STAIR WELL AREA WAS BACKFILLED ON FRTDAY AND TODAY THEY HAD
BEGUN ALONG THE NORTH SIDE OF THE RETAINING WALL. THIS AREA BETWEEN THE RETAINING WALL AND
EXISTING BUILDING WAS COVERED WITH SNOW AND ICE. THE ICE WAS BEING CHIPPED AWAY WITH SHOVELS
FROM THE SURFACE BEFORE FILL WAS BIENG PLACED. AT THIS TIME NO HEATING UNITS WERE BEING USEDAT SITE. BACKFILLED AREAS WERE BEING COVERED WTH BLANKETS AT THE END OF THE DAY TO PREVENT
FURTHER SNOW ACCUMULATION ON SURFACE. FINAL TEST RESULTS INDICATE SATISFACTORY COMPACTION
(Continued on Sheet 2 of Report j9 )
fN ouR oPlNloN, FILL coMPAcIoN MEErs spEctFrcATroNs As tNotcATED ByouR oBsERVAloNs ANo rEsr No.(s) 25,24A
IN OUR OPINION, FILL COMPACTION DOES NOT MEET SPECIFICATTONS AS INDICATEO BY OUROBSERVATIONS AND TEST NO.(S)
4/-
g
T
FrELD REPRESENTATtVa-
DB
NO.LOCATION DEPTH
FEET
tEsl
LAB ORATORY
coM-
PACTION
o/o
SOIL TYPEl\rlAx
DENSITY
ot\4c%DRY
DENSITY
MC%
24
2'8, 6'5 OF NW CORNER OF STATR W
'1.5 NUC
1
138.0 7.O 137.0 c.5 99 .z
r.5 ABC
SOUTHEAST CORNER OF BUILDING
24
RETEST NO. 24
NUC
1
138.0 7.0 138.0 5.1 100r
1.5 ABC
25
4'lll/, 5'N OF SE CORNER OF STAIR W
1.5 NUC
1
138.0 7.0 't38.0 4.O 100r'
1.5 ABC
SOUTHEAST CORNER OF BUILDING
o
DAN DOWNING, FIELD MANAGER
Gompaction
Test Report
cLrENr: THE BECK GROUP
P.O. BOX 8529
AVON. CO 81620
95 % OF MAXIMUM
MOISTURE WITHIN
TYPE OF COIVIPACTION EOUIPMENT AND NO. OF UNITS:
CTL/THOMPSON, INC
CONSULTING ENGINEERS
THIS REPORT PRESENTS OPINIONS FORMED AS A RESULT
OF OUR OBSERVATION OF FILL PLACEMENT, AS WELL AS
THE TESTS SHOWN ABOVE, WE HAVE RELIED UPON THE
CONTRACTOR TO APPLY THE NECESSARY COMPACNVE
EFFORT AND I\4OISTURE TO ACHIEVE SPECIFIED
COMPACTION DURING TIMES WHEN OUR OBSERVER IS NOT
PRESENT. AND AT LOCATIONS OTHER THAN THOSE
TESTED. TEST DATA ARE NOT THE SOLE BASIS FOR
OPINIONS ON WHETHER THE FILL MEETS SPECIFICATIONS.
1
o
ASTM D698
./6 OF OPTIMUM
MOISTURE ADDED BY
1I{ICKNESS OF LIFT INCHES
WPE OF EARTH MOVING EOUIPMENT ANO NO. OF UNITS:
rFU|.,I(EJ5 FETUlt I
A SITE VISIT WAS MADE AS REQUESTED BY THE CONTMCTOR TO PERFORM DENSIW TESTS ON FILL BEING
PLACED FOR A FOOTEFYRETAINING WALL AROUND FOOTER 8.2. TWO DENSITY TESTS WERE PERFORMED AND
INDICATED SATISFACTORY COMPACTION. THE CONTMCTOR ALSO INFORMED US THAT BACKFILLING WAS GOING
TO BEGIN TOMORROW AROUND THE RETAINTNG WALL ALONG THE SOUTH SIDE OF BUILOING.
IN OUR OPINION, FILL COMPACTION MEETS SPECIFICATIONS AS INDICATED BY OUR OESERVATIONS ANO TEST NO.(S)22,23
IN OUR OPINION, FILL COMPACTION OOES NOT MEET SPECIF}CATIONS AS INOICATED BY OUR OBSERVATIONS AND TEST NO.(S)
scoPE oF oBSERVATIoN: IFuLLTIME: !eenootc, ot crt BAsrsrU coNTMcroR's oRcLtENTs REPRESENTATVE AovtsEo CWC
t4
o=
SCOfi LOGAN
crurHoMPsoN, rNG. |.. tt\JJ,W s1-J.&1a..,, t {p-\
APPROVED BY DAN DOWNING. FIELD MANAGEF=FIELD REPRESENTAIIVE
DB
12tO512001 v
JoB NUMBER: GS3453
REPORT NUMBER: 18 SHEET 1 oT
SUBJECT: PHASE I EXPANSIoN & RENoVATIoN
VAIL VALLEY MEDICAL CENTER
VAIL. COLORADO
NO.LOCATION OEPTH
FEET
tE5l
TYPE
LABOMTORY FIELD
PACTION
vo
SOIL ryPEMAx
OENSIry
PCF
oMco/"ORY
DENSTTY
PCF
MC%
1Z
4'S. 1'W OF SW CORNER OF
c.0 NUC 'l38.0 7.0 136.0 EE 100
1.5 ABC
FOOTER AT B-2
23
2'N, 2'E OF NW CORNER OF
0.0 NUC 138.0 7.O 133.0 7.5 96
1;t ABc
FOOTER AT B-2
' ESTIMATED 8Y A ONE POINT
IiTRACKHOE W/ SHAKER HEAD
Compaction
Test Report
cLrENr: THE BECK GROUP
P.O. BOX 8529
AVON. CO 81620
' ESNMATED BY A ONE POINT
SPECIFICATIONS: 95
CTL/THOMPSON, INC
CONSULTING ENGINEERS
/DArE; 1210412001 v JoBNUMBER: GS3453
REPORT NUMBERI 17 SHEET 'l or
SUBJECT: PHASE I EXPANSION & RENOVATION
VAIL VALLEY MEDICAL CENTER
vAtL, coLoRADO
MOISTURE WITHIN
TYPE OF COMPACTION EOUIPMEI.ITANO NO. OF UNITS:
NOT OBSERVED
.6 OF MAXIMUM ASTM D698
% OF OPTIMUM
THIS REPORT PRESENTS OPINIONS FORMED AS A RESULT
OF OUR OBSERVATION OF FILL PLACEMENT, AS WELL AS
THE TESTS SHOWN ABOVE, WE HAVE RELIEO UPON THE
CONTRACTOR TO APPLY THE NECESSARY COMPACTIVE
EFFORT AND MOISTURE TO ACHIEVE SPECIFIED
COMPACTION DURING TIMES WHEN OUR OBSERVER IS NOT
PRESENT, AND AT LOCATIONS OTHER THAN THOSE
TESTED. TEST OA-IA ARE NOT THE SOLE BASIS FOR
OPINIONS ON WHETHER THE FILL I\4EETS SPECIFICATIONS.MOISTURE ADOED BY
THICXNESS OF LIFT
oE
TRACKHOES
AT OUR SITE VISIT THE CONTRACTOR STATED THAT THE AREA AROUND TEST NO. 21 FROM THE PREVIOUS
DAY HAD BEEN REWORKED AND WAS READY FOR TESTING. RETEST NO. 21AWAS PERFORMED INDICATING
UNSATISFACTORY GOMPACTION. WE OBSERVED ADDITIONAL COMPACTIVE EFFORT APPLIED TO THIS AREA
AND NO RETEST IS NEEDED.
IN OUR OPINON, FILL COMPACTION MEETS SPECIFICATIONS AS INDICATED BY OUROBSERVATIONS AND TEST NO.(S)
lN ouR oPlNloN, FILL COMPACION oOES NOT MEET SpECtF|CAT|ONS AS |NOTCAiEO By OUR OBSERVATTONS AND TEST NO.(S)
scoPE oF oBSERVATIoN: I FULL TlillE; I eenrootc, oH cnll BAsts:E coNTMcroR's oR cLtENTs REPRESENTAT|VE
SCOTT LOGAN
FIELD REPRESENTATIVE
DB
AovrsED cwc
F\1\.-:*+77^*.
214
tEol
NO.LOCATION DEPTH
FEET
Itrsl
I YPE
LABORATORY
coM-
PACTION
v.
SOIL ryPEMAX
DENSIry oMc%. DRY
DENSITY
PCF
MC%
214
RETEST NO.21
NUC 138.0 7.0 133.0 6.5 96'
t5ABC
WPE OF EARTH MOVING EOUIPMENTANO NO. OF UNTIS:
CTUTHOMPSON, INC.
Compaction
Test Report
CLIENi: THE BECK GROUP
P.O. BOX 8529
AVON, CO 81620
' ESTIMATED BY AONE POINT
SPECIFIC TIONS: 100
MOISTURE WTTHIN
CTL/THOMPSON, INC
CONSULTING ENGINEERS
1210312001 " .roeruurvreen: GS345J
REPoRT NUMBER 16 sHEET ! or 1
SUBJECT: PHASE I EXPANSION & RENOVATION
VAIL VALLEY MEDICAL CENTER
VAIL, COLORADO
% OF MAXIMUM
+l-2
ASTM 0698
% OF OPTIMUM
THIS REPORT PRESENTS OPINIONS FORMED AS A RESULT
OF OUR OBSERVATION OF FILL PLACEMENT, AS WELL AS
THE TESTS SHOWN ABOVE, WE HAVE RELIED UPON THE
CONTRACTOR TO APPLY THE NECESSARY COMPACNVE
EFFORT AND MOISTURE TO ACHIEVE SPECIFIED
COMPACTION DURING TIMES WHEN OUR OBSERVER IS NOT
PRESENT. AND AT LOCATIONS OTHER THAN THOSE
TESTED. TEST OATA ARE NOT THE SOLE BASIS FOR
OPINIONS ON WHETHER THE FILL MEETS SPECIFICATIONS.
TYPE OF COMPACTION EQUIPMENTAND NO. OF UNITS:
PROGRESS REPORT
THE CONTRACTOR BEGAN PLACING BACKFILL AROUND FOOTER 2.8 ON FRIDAY. TWO DENSITY TESTS WERE
PERFORMED ON THIS PREVIOUSLY PLACED BACKFILL, TEST NO, 20 TNDICATED SATISFACTORY COMPACTION.
TEST NO. 21 INDICATED UNSATISFACTORY COMPACTION, THE CONTRACTOR WAS ADVTSED THAT THIS AREA
NEEDED ADDITIONAL COMPACTION AND WILL BE RETESTED.
IN OUR OPINION. FILL COi.IPACTION MEETS SPECIFICATIONS AS TNDICATED BYOUR OBSERVATIONS AND TEST NO.(S)
IN OUR OPINION, FILL COMPACTION OOES NOT MEET SPECIFICAT|ONS AS INDICATEO 8Y OUR OBSERVATTONS AND TEST NO.IS}
scoPE oF oBSERVATIoN: f FULLTIME| [ eentootc, oN cnrl BAslsiM coNTRAcroR,s oR cLlENt s REPRESENTAT|VE AovlsEo CWC
^{y'
o=21
SCOTT LOGAN L4&rcTL/rHOMPSOi.l, lNC.
NO.LOCATION TEST
TYPE
LABOMTORY
coM-
PACTION thttwee
MAX
DENSITY
oMc%DRY
DENSITY
MCo/a
20
1'E OF FOOTER AT 2.B
'| .0 NUC
I
138.0 7.O 140.0 6.7 1oo +
1.5 ABC
21
1'W OF FOOTER AT 2.8
1.5 NUC
1
138.0 7.0 129.0 7.1 G 1.5 ABC
TYPE OF EARTH MOVING EOUIPMENTAND NO. OF UNITS:
DB
APPROVED BY DAN DOWNING, FIELD MANAGER
Compaction
Test Report
CLIENT: THE BEGK GRoUP
P.O. BOX 8529
AVON. CO 81620
100 eo oF MAxIMUM
MOISTURE WITHIN
TYP€ OF COil|PACTION EQUTPMENTAND NO. OF UNITS:
OATE:JoB NUMBER: GS3453
REPORT NUMBER: 15 SHEET 1 oT
SUBJECT: PHASE IEXPANSION & RENOVATION
VAIL VALLEY MEDICAL CENTER
VAIL, COLORADO
CTLITHOMPSON, INC
CONSULTING ENGINEERS
THIS REPORT PRESENTS OPINIONS FORMED AS A RESULT
OF OUR OBSERVATION OF FILL PLACEMENT, AS WELL AS
THE TESTS SHOWN ABOVE, WE HAVE RELIEO UPON THE
CONTRACTOR TO APPLY THE NECESSARY COMPACTIVE
EFFORT AND MOISTURE TO ACHIEVE SPECIFIED
COMPACTION DURING TIMES WHEN OUR OBSERVER IS NOT
PRESENT, AND AT LOCATIONS OTHER THAN THOSE
TESTED. TEST DATA ARE NOT THE SOLE BASIS FOR
OPINIONS ON WHETHER THE FILL I\4EETS SPECIFICATIONS.
ASTM D698
+l-2 % OF OPTIMUM
MOISTUREADDEO 8Y
THICKNESS OF LIFT
GARDEN HOSE
CKHOES
THE CONTRACTOR WAS PLACING THE REMAINING 6 INCH OF FILL ON TOP OF THE VAPOR BARRIER tN THE
COURT YARD AREA. COMPACTION OF THE AGGREGATE BASE COURSE HAD NOT BEGUN AT THIS TIME. BACKFILLING
ALONG SOUTH SIOE OF EXISTING BUILDING ALSO WAS COMPLETE UNTIL THE FOOTER AND WALL COULD BE
POURED. BACKFTLLTNG W|LL THEN CONTTNUE tN THIS AREA TO SUBGRADE OF SLAB. I
-'',/,/\ /t t
,/ ,/
IN OUR OPINION, FILL COIIIPACTION MEETS SPECIFICATIoNS As INDICATED 8Y oUR oBsERVATIoNs AND TEST No.{$ NO TESTS PERFORMED
IN OUR OPINION, FILL COMPACTION DOES NOT MEFT SPECIFICATIONS AS INOICATEO BY OUR OBSERVATIONS ANO TEST NO.(S)
scoPE oF oBSERVATIoN: f FULL TIME: I eentootc, ot't clt-L BAsFiM coNTucroR,s oR cLtENT,S REpREsENTAT1yE
CTUIHOMPSON, INC,
SCOTT LOGAN
FIELD REPRESENTATIVE
DB
R:EDCWC
L)..!,'-. ,
I
T
TEST
NO.LOCATION DEPTH
FEET
IE>I
LABORATORY TIELIJ
coM-
PACTION
Yo
SOIL ryPEMAX
DENSIW
PCF
oMc%DRY
DENSITY
MCV'
TYPE OF EARTH MOVING EQUIPMENTAND NO. OF UNITS:
APPROVED SY DAN DOWNING, FIELD MANAGER
Gompaction
Test Report
cLrENr: THE BECK GROUP
P.O. BOX 8529
AVON. CO 81620
OATE:JoB NUtvtBER: GS3453
REPORT NUMBER: SHEET 1 OP
SUBJECI: PHASE IEXPANSION & RENOVATTON
VAIL VALLEY MEDICAL CENTER
VAIL. COLORADO
ASTM D698
+l-2 % OF OPTIMUM
CTL/THOMPSON, INC
CONSULTING ENGINEERS
THIS REPORT PRESENTS OPINIONS FORMED AS A RESULT
OF OUR OSSERVATION OF FILL PLACEMENT, AS WELL AS
THE TESTS SHOWN ABOVE, WE HAVE RELIED UPON THE
CONTRACTOR TO APPLY THE NECESSARY COMPACNVE
EFFORT AND MOISTURE TO ACHIEVE SPECIFIED
COMPACTION DURING TII/ES WHEN OUR OBSERVER IS NOT
PRESENT, AND AT LOCATIONS OTHER THAN THOSE
TESTED. TEST DA]A ARE NOT THE SOLE BASIS FOR
OPINIONS ON WHETHER THE FILL MEETS SPECIFICATIONS.
1
o
'
ESIIMATED BYA ONE POINT
100 % oF MAXIMUM
IT.IOISTURE WITHIN
TYPE OF COMPACTION EQUIPMENT AND NO, OF UNITS:
3)JUMPING JACKS
MOISTUREADDED BY
THICKNESS OF LIFT
GARDEN HOSE
TYPE OF EARfH MOVING EOUIPMENT AND NO. OF UNITS:
1)TRACKHOE
PROGREgS REPORT
THE CONTMCTOR BEGAN APPLYING ADDITIONAL GOMPACTIVE EFFORT TODAY TO THE ENTIRE COURT YARD AREA.
THREE JUMPING JAGKS WERE USED TO COMPAGT PREVIOUSLY PLACED AGGREGATE BASE COURSE. RETESTS
AND TEST NO. 19 WERE PERFORMED AND INDICATE SATTSFACTORY COMPACTION.
a
T
SCOTT LOGAN
. crur'oMpsoN, rNc. b.*,
NO.LOCATION
FEET TYPE
LABORATORY
coM-
PACTION
%
SOIL TYPEMAX
DENSITY
PCF
oMc%DRY
DENSITY
MCo/o
15A
RETEST NO. 15
NUC 138.0 7.O 141.0 5.2 100 +
1,5 ABG
164
RETEST NO. 16
NUC 138.0 7.O 140.0 5.3 100 +
1.5 ABC
19
1O'E & 1'N OF NE CORNER OF
0.5 NUC 138.0 7.O 139.0 5.8 100 +
1.5 ABC
PILASTER AT 6.D
,a/
IN OUR OPINION, FILL COMPAC1ION MESTS SPECIFICATIONS AS INDICATED BY OUR OBSERVATIONS ANDTEST NO,(S)15A, 164 & 19
IN OUR OPINION, FILL COIVPACTION DOES NOT MEET SPECIFICATIONS AS INDICATED BY OUR OBSERVATIONS AND TEST NO.(S)
scoPE oF oBSERVATIoN: EFULL T|ME: ! eentootc, ott clr-L BAsrs:iT coNTMcroR's oR cLtENTs REPRESENTATIVE ADV|SED CWC
DB
DAN DOWNING,FIELD MANAGER
o
Compaction
Test Report
CLIENT: THE BECK GROUP
P.O. BOX 8529
AVON, CO 81620
oArE: 1111912001
REPORT NUM8ER: 13
Joe Nu^,eER: GS3453
1or
SUBJECT: PHASE I EXPANSION & RENOVATION
VAIL VALLEY MEDICAL CENTER
VAIL, COLORADO
CTUTHOMPSON, INC
CONSULTING ENGINEERS
THIS REPORT PRESENTS OPINIONS FORMED AS A RESULT
OF OUR OBSERVATION OF FILL PTACEMENT, AS WELL AS
THE TESTS SHOWN ABOVE, WE HAVE RELIED UPON THE
CONTMCTOR TOAPPLY THE NECESSARY COMPACNVE
EFFORT AND MOISTURE TO ACHIEVE SPECIFIED
COMPACTION DURING TIMES WHEN OUR OBSERVER IS NOT
PRESENT, AND AT LOCATIONS OTHER THAN THOSE
TESTED. TEST DATA ARE NOT THE SOLE BASIS FOR
OPINIONS ON WHETHER THE FILL MEETS SPECIFICATIONS.
17, 18
15, 16
'"r-,"5
' ESTIMATED 8YA ONE POINT
SPECIFICAT|ONS: 100 % OF MAXIMUM
+l-2
ASTM D698
YO OF OPNMUMiioISTURE wlTHIN
TYPE OF COMPACTION EQUIPMENTAND NO. OF UNITS:
MOISTURE AODED BY
IHEKNESS OF LIFT
GARDEN HOSE
12-18
TYPE OF EARTH MOVING EQUIPMENTAND NO. OF UNNS:
1)LOADER 1)TRACKHOE
PROGRESS REPORT
THE CONTMCTOR WORKED SATURDAY PLACING FILL INTHE COURTYARD AREA. AGGREGATE BASEcouRsE wAs MIXED wlrH WATER BEFoRE pr-acer,,telli a'rub coMpAcrED wtrn e iurvrptNa .lAcK AND A WALK BEHTNDSHEEPSFoOT' APPROXIMATELY 2'2.5 FEET oF eri- pr-ldio. TWo DENstry rEsrs wERE pERFoRMED ANDINDICATED UNSATTSFACTORY COMPACTION, TTTC CON_T-N.qCTOR WAS ADVISED ADDITIONAL COMPACTION WASNEEDED' Two rEsrs WERE PERFoRMED As FILL wAs ieixc pucEo aLoNG sourH srDE oF EXrslNG BUTLDTNG.BorH rEsrs 17 & i8 rNDrcArEo sarrsracroni c6upeciioH. /, )"1l_J/
I lN OUR 0PlNlON' FILL COMPACTION MEETS SPEC|FloAltoNs As TND|CATED By OUR OBSERVATTONS AND TEST NO.{S)
-M
lN ouR oPlNloN, FILL COMPACTION DOES NOT MEET SPEC|FtCAIONS AS INDICATED By OUR OBSERVATTONS AND_,v TEST NO.(S)
scoPE oF oBSERVATIoN: I FULL TIME: i7 pentootc, ot caLL elss;McoNTn,lcroR's oR cLrENTs REeRESENTATTvE AovqEo CWCI \/, '
scoTT L.GAN crurHoMpsoN, rnc. .!--i?>4.'-
DB
I
t-
NO.LOCATION DEPTH tE5l
LABORATORY
coM-
PACTION
%
SOIL TYPEMAX
oENStry oMc%DRY
DENSITY
lrlC%
15
10w, 3's oF 8-F
0.5 NUC
1
138.0 7.O t3z.u 5.9 6)1.5 ABC
16
5'E OF CENTER OF STMP
0.5 NUC
1
138.0 7.O 129.0 6.1 tes )
1.5 ABC
FOOTER AT 7.A
1O'E OF NE CORNER OF
2.0 NUC 138.0 7.0 140.0 4.7 1oor'+
r.5 ABC
PILASTER AT 3.D
18
12'IA' NW CORNER OF
0.5 NUC 138.0 7.0 141.O 5.8 1oo +
||.5 ABC
PILASTER 3-F
DAN DOWNING, FIELD MANAGER
Compaction
Test Report
cLrEtn-: THE BECK GROUP
P.O. BOX 8s29
AVON. CO 81620
CTUTHOMPSON, INC
CONSULTING ENGINEERS
o OATE:
REPORT NUMBER: 13 SHEET tt^-ItvFl
suBJEcrr pHAsE I EXPANSION & RENOVATION
VAIL VALLEY MEDICAL CENTER
VAIL, COLORADO
././
1111912001 - Joa^iuireER' GS3453
o
' ESTIMA'ED BY A ONE POII.IT
SPECIFICAIIONS: 100
MOISTURE WITHIN
% OF MAXIMUM
+l-2
ASTM D698
% oF oPTt\4Uii
THIS REPORT PRESENTS OPINIONS FORMED AS A RESULT
OF OUR OESERVATION OF FILL PLACEMENT. AS WELL AS
THE TESTS SHOWN ABOVE, WE HAVE RELIED UPON THE
COI'{TRACTOR TO APPLY THE NECESSARY COMPACTIVE
EFFORT AND MOISTURE TO ACHIEVE SPECIFTED
COMPACTION DURING TIMES WHEN OUR OBSERVER IS NOT
PRESENT, AND AT LOCATIONS OTHER THAN THOSE
TESTED. TEST DATA ARE NOT THE SOLE SASIS FOR
OPINIONS ON WHETHER THE FILL MEETS SPECIFICATIONS.
TYPE OF COMPACTION EOUIPMEI.ITANO NO. OF UNTTS:
I)TRACKHOE w/ SHAKER HEAO
MOISTURE ADDED BY
THICKNESS OF LIFT
GARDEN HOSE
l--1-l! ouR oprNroN. FILL coMpAcrroN MEETs spEcrFrcATroNs As TNDToATED By ouR oBsERVAToNs AND TEsr No.(s) 17' 18
Q6-Du*
oprNroN, F,LL coMpAcroN DoEs Nor MEEr spEcrFrcA'oNs As rNDrcArED By ouR oBsEFr/AroNs ANo rEsr No.(s) 15, 16
'12-18
TYPE OF EARTH MOVIi'IG gOUIPI EI TINO HO. OF UNTTS:
1)LOAOER 1)TRACKHOE
THE CONTMCTOR WORKED SATURDAY PLACING FILL IN THE COURTYARD AREA. AGGREGATE BASE
COURSE WAS MIXED WITH WATER BEFORE PLACEMENT AND COMPACTED WITH A JUMPING JACK AND A WALK BEHIND
SHEEPSFOOT. APPROXIMATELY 2.2.5 FEET OF FILL PLACED. TWO DENSITY TESTS WERE PERFORMED AND
INDICATED UNSATISFACTORY COMPACTION. THE CONTRACTOR WAS ADVISED ADDITIONAL COMPACTION WAS
NEEDED, TWO TESTS WERE PERFORMED AS FILL WAS BEING PLACED ALONG SOUTH SIDE OF EXISTING BUILDING.
BOTH TESTS 17 & 18 INDICATED SATISFACTORY COMPACTION.
t, -/Ycope or oesenvATroN: ]FULLTTME; !eenroorc. olr CALL BAsrsig coNrmcroR's oR cLrENTs REpRESENTATTvE AovrsED CWC
SGOTT LOGAN
CTUTHOMPSON, INC.D,i*&**.,
FIELO REPRESENTATIVE
DB
TEST
NO.LOCATION OEPTH IEJI
LABORATORY
cor\4-
PACTION
%
SOILTYPEMAX
DENSITY
PCF
oMc%DRY
DENSIry
MC./"
,t(
r0'w. 3's oF 8.F
0.5 NUC
,1
138.0 T.O 132.O to a,)1.5 ABC
16
5'E OF CENTER OF STRAP
0.5 NUC
1
138.0 7.O 129.0 6.1 6r)1.5 ABC
FOOTER AT 7-A
'17
1O'E OF NE CORNER OF
2.0 NUC
'I
138.0 7.0 140.0 4.7 100 +
1.5 ABC
PILASTER AT 3.D
18
12'W NW CORNER OF
0.5 NUC
1
138.0 7.O 141.0 5.8 1oo +
,|.5 ABC
PILASTER 3.F
APPROVED BY DAN DOWNING. FIELD MANAGER
Gompaction
Test Report
CLIENT: THE BECK GROUP
P.O. BOX 8529
AVON, CO 81620
DAIE: 1111612001
REPORT NUMBER: 12
CTL/THOMPSON, INC
CONSULTING ENGINEERS
JoB NU|\{BER GS3453
SHEET 1 op 1
suereo: p;149g I ExpANSloN & RENovATIoN
VAIL VALLEY MEDICAL CENTER
VAIL, COLORADO
o
SPECIFICATIONSi 100 O/! OF MAXIMUM
+l-2
ASTM D1557
% OF OPTIMUMMOISTURE WNHIN
TYPE OF COMPACNON EQUIPMENT ANO NO. OF UNITS:
THIS REPORT PRESENTS OPINIONS FORMED AS A RESULT
OF OUR OBSERVATION OF FILL PLACEMENT, AS WELL AS
THE TESTS SHOWN ABOVE, WE HAVE RELIED UPON THE
CONTRACTOR TO APPLY THE NECESSARY COMPACTIVE
EFFORT AND IVOISTURE TO ACHTEVE SPECIFIED
COMPACTION OURING T]MES WHEN OUR OBSERVER IS NOT
PRESENT, AND AT LOCATIONS OTHER THAN THOSE
TESTED. TEST DATA ARE NOT THE SOLE BASTS FOR
OPINIONS ON WHETHER THE FILL MEETS SPECIFICATIONS.
IMOISTUREADOED 8Y
THICKNESS OF LIFT
GARDEN HOSE
TYPE OF EARTH MOVING EOUIPMENTAND NO. OF UNITS:
1)TRACKHOE 1)LOADER
PROGRESS REPORT
THE CONTMCTOR CONTINUED TO PLACE AGGREGATE BASE COURSE (ABC) ALONG SOUTH S|DE OF EXISTINGBUILDING. TWO DENSITY TESTS WERE PERFORMED IH PNEVIOUSTY PLACED MATERIAL, TEST NO. 13 INDICATEDsATlsFAcroRY GoMPAcrloN. TEST No. tc neouneo nootrtoHnl colrpAcroN. iiicoHrnacroR wAs ADvrsEDTo AppLy ADDTIoNAL coMpAcroN. No neresr wtr_u ei NEEDED.
IN OUR OP'NION. FILL COMPACTION MEETS SPECIFICATIONS AS INDICATED BYOUR OBSERVATIONS ANO TEST NO.(S) 13
lN ouR oPlNloN. FILL coMPAcrtoN DoEs Nor MEET spEcrFrcAloNs As TNDTcATED By ouR oBsERVATroNs A"o ,arii6G
M PERroDlc, oN CALL BAsts; M coNTMcToR,s oR cLtENTS REPRESENTAT|VE AovlsEo CWe-\
.r-ro"r.on,,n". l);t*,r =I-L
/Ayw'
!u 14
scoPE oF oBSERVATION; r FULL T|ME;
SCOTT LOGAN
OB
/L4al rr,4-R
TEST
NO.LOCATION DEPTH
rtrE I
IEJI
LAAORATORY FIELD
cor!t-
PACTION
SOILryPEIVAX
DENSIry oucvo ORY MCo/o
13
2'E OF NE CORNER
0.0 NUC 138.0 0.9 4.5 '! o0 +
CURVE NO. 1
OF PILASTER,JOB NO. GS.3481
14
3'N OF NW CORNER
0.0 NUC 138.0 6.9 136.0 4.4 t99
CURVE NO. 1
OF P]LASTER JOB NO. GS-3rtBl
APPROVED gY DAN DOWNING, rICIO rr/|NTIffi
Gompaction
Test Report
CLIENT: THE BECK GRoUP
P.O. BOX 8529
AVON, CO 81620
100 % oF MAxIMUM
MOISTURE WMlN +l-2
TYPE OF COMPACTION EOUIPMENTAND NO. OF UNITS:
1)TRACKHOE w/ SHAKER HEAD
DArE: 1111612001 J
REPORTNUN4BER: 12
CTL/THOMPSON, INC
CONSULTING ENGINEERS
JoB NUMBERi GS3453
sHEEr '1 op 1o
o
SUBJECT: PHASE I EXPANSION & RENOVATION
VAIL VALLEY MEDICAL CENTER
VAIL. COLORADO
ASTM D1557
% OF OPTIMIJM
THIS REPORT PRESENTS OPINIONS FORMED AS A RESULT
OF OUR OBSERVATION OF FILL PLACEMENT. AS WELL AS
THE TESTS SHOWN ABOVE WE HAVE RELIED UPON THE
CONTRACTOR TO APPLY THE NECESSARY COMPACTIVE
EFFORTAND MOISTURE TO ACHIEVE SPECIFIED
COMPACTION DURING TIMES WHEN OUR OBSERVER IS NOT
PRESENT, AND AT LOCATIONS OTHER THAN THOSE
TESTED. TEST OATA ARE NOT THE SOLE BASIS FOR
OPINIONS ON WHETHER THE FILL MEETS SPECIFICATIONS.MOISTUREAODEO 8Y
THIEKNESS OF LIFT
GARDEN HOSE
TYPE OF EARTH MOVING EQUIPMENT ANO NO. OF UNTIS:
1)TRACKHOE 1)LOADER
PROGRESS REPORT
THE CONTRAGTOR GONTINUED TO PLACE AGGREGATE BASE COURSE (ABC) ALONG SOUTH SIDE OF EXISTING
BUILDING. TWO DENSITY TESTS WERE PERFORMED IN PREVIOUSLY PLACED MATERIAL. TEST NO. 13 INDICATED
SATISFACTORY COMPACTION. TEST NO. 14 REOUIRED ADDITIONAL COMPACTION. THE CONTRACTOR WAS ADVIS
TO APPLY ADDITIONAL COMPACTION. NO RETEST WILL BE NEEDED.
N OUR OPINION, FILL COMPACTON MEETS SPECIFICATIONS AS INOICATEO BYOUR OBSERVATIONS AND TEST NO.(S)
OUR OPINION. FILL COMPACTION DOES NOT MEET SPECIFICATIONS AS INDICATED BY OUR OBSERVATIONS ANO TEST NO.(S)
scoPE oF oBSERVATIoN: IFULLTTME; fleeRroorc, ol cnu BAsrs:McoNTRAcToRs oR cLrEr{'r-s REPRESENTATTVE ADVTSED CWC
SCOTT LOGAN
FIELD REPRESENTATIVE
DB
ED
/w
NO.LOCATION DEPTH
LABORA'ORY
coM-
PACTION
'/o
SOILryPEMAX
DENSITY
oMc%DRY
DENSIry MCo/o
1?
2'E OF NE CORNER
0.0 NUC 138.0 6.9 140.0 tlE i00 +
CURVE NO. 1
OF PILASTER JOB NO. cS-3481
14
3'N OF NW CORNER
0.0 NUC 138,0 6.9 136.0 4.4','/{t CURVE NO, 1
OF PILASTER JOB NO. GS-3r181
CTUTHOMPSON, INC.
13
14
Gompaction
Test Report
CLIENT: THE BECK GROUP
P.O. BOX 8529
AVON, CO 81620
SPECIFICATIoNS: I OO % oF MMIMUM
CTL/THOMPSON, INC
CONSULTING ENGINEERS
oArE: 1111512001 rce HUuBEn: GS34S3
REPORT NUMBER: SHEET 1 oT 1
SUSJECTI PHASE IEXPANSIoN & RENoTITIoN
VAIL VALLEY MEDTCAL CENTER
VAIL, COLORADO
ASTM D1557
IVOISTURE WITHIN +l-2 % OF OPTIMUM
TYPE OF COMPACTION EOUIPMENT AND NO. OF UNTIS:
THIS REPORT PRESENTS OPINIONS FORI\,,IED AS A RESULToF ouR oBSERVATToN oF FILL pLAcEMENT, As wrul as
'
THE TESTS SHOWN ABOVE, WE HAVE RCUEO UPOru rNECONTRACTOR TO APPLY THE NECESSARV COVPNCIVC
EFFORTANO IVOISTURE TO ACHIEVE SPECIFIED
COMPACTION DURING TIMES WHEN OUR OBSERVER IS NOTPRESENT, AND AT LOCATIONS OTHER THAN THOSE
TESTED. TEST DATA ARE NOT THE SOLE BASIS FOR
OPINIONS ON WHETHER THE FiLL MEETS SPECIFICATIONS.
I,|OISTURE ADOED BY
TH|CXNESS OF LIFT
GARDEN
TYPE OF EARTH MOVING EQUIPMENTAND NO. OF UNNS:
2)TRACKHOE 1)LOADER
PROGRESS REPORT
THE CONTRAGTOR CONTINUED- TO PLACE FILL ALONG SOUTH SIDE OF THE EXISTING BUILDING. ONE DENSITYTEsrwAs PERFoRMED lN PREvloLl-sLY PuceDiAdiFlLlnlo tt'totcnreD uNsATrsFAcroRy coMpAcroN.THE GoNTRAcToR wAs AovlsED ro appr-Y eobnidNrir-t-drvrpecroN. No RETEST wLL tsE NEEDED.
IN OUR OPINION, FILL COMPACTION MEETS SPECIFICATIONS AS TNDICATEO BY OUR OBSERVATIONS AND TEST NO.{S)
lN ouR oPlNloN, FILL coMPAcrloN DoEs Nor MeET spEcrFtcATroNs As rNDrcATEo gy ouR oBsERVATroNs AND ,raiG.6
- f."o". o, orsERVA.oN:flruu rrue; Qeenroorc. oru carL EAsrs:McoNrucroR,s oR cuENTs REeREsENTATvE ADVTsEoCWC
!
M
SCOTT LOGAN CTUTHOMPSON, tNC. i\ n,:=='==' :, ,!-)/- -' -l' It-,-,,r,"--
AT-KUVEI/ EY DAN DOWNING, FIELD MAN&ER-
12
NO.LOCATION DEP]H
LABOMTORY
coM.
PACTION
%
SOIL TYPEMAX
DENSITY
PCF
oMc%DRY
DENSIry MCo/o
1',
14'E,2'N FROM NE CORNER
OF FOCTER AT 3-H 0.5 NUC 138,0 5.-o 1a-, i 4.1 -df-
GURVE NO. 1
toB No Gs{4sl
INCHES
DB
Compaction
Test Report
CLIENT THE BECK GROUP
P.O. BOX 8529
AVON, CO 81620
sPEClFlCATloNs: 100
MOISTUREWITHIN
DATE:JoB NUMBER: GS3453
REPORTNUMEER: 11 SHEET 1op1
SUBJECT: PHASE I EXPANSION & RENOVATION
VAIL VALLEY MEDICAL CENTER
VAIL. COLORADO
tTllI l=rd It________:____l
11115t2001
CTL/THOMPSON, INC
CONSULTING ENGINEERS
,O
% OF I'AXIMUM
+l-2
ASTM D1557
% OF OPTIMUM
THIS REPORT PRESENTS OPINIONS FORI,4ED AS A RESULT
OF OUR OBSERVATION OF FILL PLACEMENT, AS WELL AS
THE TESTS SHOWN ABOVE. WE HAVE RELIED UPON THE
CONTRACTOR TO APPLY THE NECESSARY COMPACTIVE
EFFORT ANO MOISTURE TO ACHIEVE SPECIFIED
COMPACTION DURING TIMES WHEN OUR OBSERVER IS NOT
PRESENT. AND AT LOCATIONS OTHER THAN THOSE
TESTED. TEST DATA ARE NOTTHE SOLE BASIS FOR
OPINIONS ON WHETHER THE FILL MEET S SFECIFICATIONS.
TYPE OF COMPACTION EOUIPMENT ANO NO. OF UNITS:
1)TRACKHOE W/ SHAKER HEAD
MOISTURE ADOEO BY
THICKNESS OF LIFT
TYPE OF EARTH MOVING EOUIPMENTANO NO. OF UNTTS:
2)TRACKHOE 1)LOADER
GARDEN HOSE
NO.LOCATION DEPTH
I YFE
LABORATORY
coM-
'ACTION
%
SOIL TYPEMAX
DENSITY
oMcvo DRY
oENSTTY
PCF
MC%
tz
,ICE,2'N FROM NE CORNER
0.5 NUC {38.0 6.9 137.0 4.1 7'l oURVE NO. 1
OF FOOTER AT 3-H ,oB NO. c5-3481
PROGRESS REPORT
THE CONTRACTOR CONTINUED TO PLACE FILL ALONG SOUTH SIDE OF THE EXTSTING BUILDING. ONE OENSITY
TEST WAS PERFORMED IN PREVIOUSLY PLACED BACKFILL AND INDICATED UNSATTSFACTORY COMPACTION.
THE GONTRACTOR WAS ADVISED TO APPLY ADDITIONAL COMPACTION. NO RETEST WILL BE NEEDED.
ouR oPrNroN. FrLL coMpACTroN MEETS SPEC|F|CATIONS AS tND|CATED By OUR OESERVATTONS ANO TEST NO.(S)
UR OPINION, FILL COMPACTION OOES NOT MEET SPECIFICAIIONS AS INOICATED BYOUR OESERVATIONS ANO TEST NO.(S)12
SCOPE OF OBSERVATON:
SCOTT LOGAN
LjFULLrME: M pERroDrc, oN CALL BAsrsiMcoNTMcroR's oR cLtENTS REPRESENTATIVE ADV|sEDCWC
c?urHoMpsoN,tNc. b1rr"", S-\^*r.g
FIELD REPRESENTATIVE
DB
APPRoVED 8y DAN DOWN|NG, FIELD MANAGER
Compaction
Test Report
cLrENr: THE BECK GROUP
P.O. BOX 8529
AVON, CO 81620
SPECIFICATIONSI 1OO % oF MAXTIVUM
+l-2
1
THIS REPORT PRESENTS OPINIONS FORMED AS A RESULT
OF OUR OBSERVATION OF FILL PLACEMENT, AS WELL AS
THE TESTS SHOWN ABOVE, WE HAVE RELIED UPON THE
CONTRACTOR TO APPLY THE NECESSARY COMPACTIVE
EFFORT AND I\4OISTURE TO ACHIEVE SPECIFIED
COI\4PACTION DURING TII\4ES WHEN OUR OBSERVER IS NOT
PRESENT. AND AT LOCATIONS OTHER TFI,AN THOSE
TESTED. TEST DATA ARE NOT fiE SOLE BASIS FOR
OPINIONS ON WHETHER THE FILL i,lEETS SPECIFICATIONS.
OATE:JoBNUMBER GS3453
REPORT NUMBER: 10 SHEET 1or
SUBJECT: PHASE I EXPANSION & RENovATIoN
VAIL VALLEY MEDICAL CENTER
VAIL. COLORADO
t r-' Ill=Jl
1',11141200',1
CTL/THOMPSON, INC
CONSULTING ENGINEERS
. - .10&11
ASTM D1557
% OF OPTIMUMMOISTURE WITHIN
TYPE OF COMPACTION EOUIPMENT AND NO. OF UNtTSI
1)TRACKHOE W SHAKER HEAD
MOISTURE ADDED 8Y
THICKNESS OF LIFT
GARDEN HOSE
PROGRESS REPORT
THE CONTRACTOR BEGAN PLACING AGGREGATE BASE COURSE (ABG) UNDER SLAB AONG SOUTH SIDE OF
TWO DENSITY TESTS WERE PERFORMED AND INDICATED SATISFACTORY COMPAGTION.
BUILDING.
^t1lv/r
g
!
IN OUR OP'NION. FJLL COMPACTION MEETS SPECIFICATIONS AS INDICATED EYOUR OBSERVATIONS ANO TEST NO.(S)
IN OUR OPINION, FILL COMPACTION OOES NOT MEET SPECIFICATIONS AS INDICATEO BY OUROBSERVATIONS AND TEST NO.IS)
scoPE oF oBsERVATIoN: I FULL Tr[,rE: p eennorc, oH cltL BAsrsiiT coNTRAcroR,s oR cLtENTs REpREsENTAT|VE ADVtsED CWC
SCOTT LOGAN
FIELD REPRESENTATIVE
DB
NO.LOCATION DEPTH TEST
TYPE
LABORATORY FIELD
coM-
PACTION
v"
SOIL TYPEMAx
DENSIry ot\lc%DRY
DENSITY
PCF
MCo/o
10
8'E OF NE CORNER
1.0 NUC 138.0 6.9 't 38.0 5.4 100
CURVE NO. 1
OF FOOTER AT 3-H JOB NO. GS-3la1
11
EAST SIDE OF FOOTER OF 1.H
1.5 NUC 138.0 6.9 140.0 4.4 100 +
CURVE NO. 1
JOB NO. GS-3rt81
TYPE OF EARTH MOVING EQUIPMENT AND NO. OF UNITS:
APPROVED BY DAN DOWNING, FIELD M,A.NAGER
Compaction
Test Report
cL;Err: 1;1E BECK GROUP
P.O. BOX 8529
AVON. CO 81620
100
DArE: 1111412001
REPORT NUMBER: 10
suBJEcr, PHASE I EXPANSION &
VAIL VALLEY MEDICAL
VAIL, COLORADO
CTL/THOMPSON, INC
CONSULTING ENGINEERS
JoB NUMBER: GS3453
1or1
RENOVATION
CENTER
g lN ouR oPlNloN, FtLL coi',|pecror uerrs sPEclFlcATroNs As TNDToATED By OUR OBSERVAIONS ANO TEST NO.(S)
THIS REPORT PRESENTS OPINIONS FORMED AS A RESULT
OF OUR OBSERVATION OF FILL PLACEMENT, AS WELL AS
THE TESTS SHOWN ABOVE, WE HAVE RELIED UPON THE
CONTMCTOR TO APPLY THE NECESSARY COMPACTIVE
EFFORT AND MOISTURE TO ACHIEVE SPECIFIED
COMPACTION DURING TII.4ES WHEN OUR OBSERVER IS NOT
PRESENT, AND AT LOCATIONS OTHER THAN THOSE
TESTED. TEST DATA ARE NOTTHE SOLE BASIS FOR
OPINIONS ON WHETHER THE FILL MEETS SPECIFICATIONS.
10 & 1'1
MOISTURE WITHIN
% OF MAXIMUM
+l-2
ASTM D1557
% OF OPTIMUM
TYP€ OF COMPACTION EOUIPMENTAND NO. OF UN[TS:
1)TMCKHOEW SHAKER HEAD
MOIS]UREADDEO BY
THICKNESS OF LIFT
GARDEN HOSE
TYPE OF EARTH MOVING EQUIPMENTAND NO. OF UNITS:
1)TRACKHOE 1)LOADER
PROGRESS REPORT
THE CONTRACTOR BEGAN PLACING AGGREGATE BASE COURSE (ABC) UNDER SI-AB AONG SOUTH SIDE OF BUILDING.
TWO DENSITY TESTS WERE PERFORMED AND INDICATED SATTSFACTORY COMPACTION,
.r. i---l lN OUR oPINION, FlLr COMPACTION OOES NOT |\.'IEET SPECIFICATIONS AS INDICATED BY OUR OBSERVAIONS AND TEST NO.(S)v _^__-__-_- _scoPE oF oBSERVATIoN: I FULL lMEi E]eenoorc. or celL BAsrs:iTicoNTMcroR's oR cLtENTS REpREsENTATtv€ ADVIsEo CWG
crurHoMPsol, rNc. l..r liL-)i'"t tl--I*"','n'3SCOTT LOGAN
FIELO REPRESENTATIVE
DB
NO.LOCATION DEPIH
FEE I TYPE
LABORATORY
coM-
PACTION
vo
SOIL TYPEMAX
DENSITY
PCF
oMc%DRY
DENSIry
MCo/o
10
8'E OF NE CORNER
{n NUC 138.0 6.9 138.0 5.4 100
CURVE NO. 1
OF FOOTER,AT 3.H JOB NO. GS-3r181
11
EAST SIDE OF FOOTER OF 1-H
1.5 NUC 138.0 6.9 140.0 4.4 1oo +
URVE NO. 1
JOB NO. GS-3it81
APPRoVEo BY DAN DOWNING. FIELD MANAGER
Compaction
Test Report
CLIENT: THE BECK GROUP
P.O. BOX 8529
AVON, CO 81620
GTLffHOMPSON, INC
CONSULTING ENGINEERS
o DArE: 111121200'l J roe HuMae* GS3453
REPoRT NUMSER 9 ssEer 1or1
SUEJECT: PHASE IEXPANSIoN & RENoVATIoN
VAIL VALLEY MEDICAL CENTER
VAIL, COLORADO
FOOTING BACKFILL
THIS REPORT PRESENTS OPINIONS FORMED AS A RESULT
OF OUR OBSERVATION OF FILL PLACEMENT, AS WELL AS.IHE TESTS SHOWN ABOVE, WE HAVE REUED UPON THE
CONTRACTOR TO APPLY THE NECESSARY COMPACTIVE
EFFORT AND MOISTURE TO ACHIEVE SPECIFIED
COMPACTION DURING TIMES WHEN OUR OBSERVER IS NOT
PRESENT. AND AT LOCATIONS OTHER THAN THOSE
TESTED. TEST DATA ARE NOT THE SOLE BASIS FOR
OPINIONS ON WHETHER THE FILL I\4EETS SPECIFICATIONS.
,a
' TOP OF FOOTER
MOISTUREWITHIN
% OF MAXIMUM
+l-2
ASTM Dl557
% OF OPTIMUM
95
OE
TYPE OF COMPACTION EQUIPMENT ANO NO. OF UNITS:
THICKNESS OF LIFT
PROGRESS REPORT
THE CONTRACTOR HAD PLACED ADOITIONAL FILL AROUND FOOTERS ALONG 1 LINE. ONE DENSITY TEST WAS
PERFORMED AND INDICATED SATISFACTORY COMPACTION. WE ALSO OBSERVED THAT WASHED ROCK HAD BEEN
USED AS BACKFILL AROUND THE FOOTERS OF J.3.
IN OUR OPINION, FILL COMPACTION MEETS SPECIFICATIONS AS INOICATED BYOUR OBSERVATIONS ANO TEST NO.(S)
IN OUR OPINION, FILL COMPACTION OOES NOT MEET SPECIFICATIONS AS INOICATED BY OUR OBSERVATIONS AND TEST NO.(S)
scoPE oF oBSERVATIoN: n FULL TIME: I eenootc, or cl,u. BAsrs:M coNrucroR's oR cLtENTs REeRESENTATIvE ADVIsED LES 11111 CWC
SCOTT LOGAN
FIELD REPRESENTATIVE
DB
TEST
NO.LOCATION
,1
DEPTH
FEET TYPE
LABORATORY FIELO
coM-
PACTION
v6
SOIL ryPEMAX
DENSITY oMc70 DRY
DENSITY
PCF
MCo/o
I
NORTH SIDE OF FOOTER
't.0 NUC 't 38.0 6.9 131.0 5.9
t
95
CURVE NO. 1
BETWEEN H.1 AND F-1 JOB NO. GS.3/181
TYPE OF EARTH |\,1|OVING EOUIPMEMANO NO. OF UNITS:
1)TRACKHOE 1}LOADER
CTUTHOMPSON, INC.
DAN OOWNING. FIELD
Gompaction
Test Report
CLTENI: THE BECK GROUP
P.O. BOX 8529
AVON, CO 81620
' TOP OF FOOTER
SPECIFICATIONS: 95
MOISTUREWITHIN
CTL/THOMPSON, ING
CONSULTING ENGINEERS/
1110912001 - roe nuruaen: GS3453o
TYPE OF COMPACTION EOUIPMENTANO NO. OF UNITS:
{)JUMPING JA.CK
DATE:
REPORT NUMEER: 8 SHEEI 1 oT 1
SUBJECT: PHASE I EXPANSION & RENOVATION
VAIL VALLEY MEDICAL CENTER
VAIL. COLORADO
FOOTING BACKFILL
THIS REPORT PRESENTS OPINIONS FORMED AS A RESULT
OF OUR OBSERVATION OF FILL PLACEMENT, AS WELL AS
THE TESTS SHOWN ABOVE, WE HAVE RELIED UPON THE
CONTRACTOR TO APPLY THE NECESSARY COMPACTIVE
EFFORT AND MOISTURE TO ACHIEVE SPECIFIED
COMPACTION DURING TIMES WHEN OUR OBSERVER IS NOT
PRESENT, AND AT LOCATIONS OTHER THAN THOSE
TESTED. TEST DATA ARE NOT THE SOLE BASIS FOR
OPINIONS ON WHETHER THE FILL MEETS SPECIFICATIONS.
o
% OF MAXIMUM
+l-2
ASTM D1557
7. OF OPTIMUM
1)TRACKHOE W SHAKER HEAD
MOISTURE ADDED BY
THICXNESS OF LIFT
TYPE OF EARTH MOVING EOUIPMENT ANO NO. OF UNITS:
1)TRACKHOE 1)LOADER
PROGRESS REPORT
THE CONTRACTOR CONTINUED BACKFILLING FOOTERSALONG.I L|NE WITH ROAD BASE. ONE DENSIW TEST
WAS PERFORMED WTIICH INDICATED UNSATTSFACTORY COMPACTION. THE GONTRACTOR WAS ADVISED TO APPLY
AODITIONAL COMPACTION TO THIS AREA. NO RETEST WILL BE NEEDED. THE CONTRACTOR WAS OBSERVED
USING WASHED ROCK FOR BACKFILL AROUND FOOTER AT 3.D. THE CONTRAGTOR BEGAN REMOVING TOP SOIL
FROM SOUTH SIDE OF BUILDING SO FILL PLACEMENT COULD BEGIN IN THIS AREA.
M lN ouR oPlNloN, FILL COiTPACTION MEETS SPEC|F|CATTONS AS tNOICATED By OUR OESERVATTONS AND TEST NO.(S)
I n lN OUR OPINION, FILL COMPACTION DOES NOT |\.4EET SPECTFICAI|ONS AS TND|CATED 8y OUR OBSERVATTONS AND IEST NO.(S),--
Irull lue I eeatootc. oll calL BAsls; i7 coNTRAcroR.s oR clrE]lrs REpREsENTATTv€ ADVTsEDCWA
crurHoMpsoN,rNc. !-.)r4r"r' {-,}*'^"r,1sSCOTT LOGAN
FIELD REPRESENTATIVE
DB
AppRovEo By DAN DOWNING, FTELD MANAGER
NO.LOCATION uEt lt-1
rtrtrl
LABORATORY
coM-
]ACTION
'/o
SOIL ryPEIVAX
DENSITY
oMc%DRY
DENSITY
MC%
8
WEST SIDE OF FOOTER 1.H 1
1.5 NUC 138.0 6.9 130.0 6.2 94
zuRVE NO. 1
JOB NO. cS-3481
Compaction
Test Report
CLIEMT; THE BECK GROUP
P.O. BOX 8529
AVON, CO 81620
oArE: 1110812001
REPORTNUMBER: 7
SUBJECT: PHASE I EXPANSION &
VAIL VALLEY MEDICAL
VAIL, COLORADO
CTL/THOMPSON, INC
CONSULTING ENGINEERS
JoBNUMBER GS3453
lorl
RENOVATION
CENTER
,o
95 % OF MAXIMUM
MOISTUREWITHIN
TYPE OF COMPACTION EOUtptnENT ANO NO. OF UN|TST
FOOTING BACKFILL
THIS REPORT PRESENTS OPINIONS FORMED AS A RESULT
OF OUR OBSERVATION OF FILL PLACEMENT, AS WELL AS
THE TESTS SHOWN ABOVE, WE HAVE RELIED UPON THE
CONTMCTOR TO APPLY THE NECESSARY COMPACTIVE
EFFORT AND I\4OISTURE TO ACHIEVE SPECIFIED
COMPACTION DURING TIMES WHEN OUR OBSERVER IS NOT
PRESENT, AND AT LOCATIONS OTHER T1IAN THOSE
TESTED, TEST DATA ARE NOT THE SOLE BASIS FOR
OPINIONS ON WHETFiER THE FILL ME=TS SPECTFICATIONS.
D1557
o/. 0F omr,l|uM
MOISTURE AODED 8Y
THICKNESS OF LIFT
TYPE OF EARTH MOVING EQUIPMENT AND NO. OF UNITS:
1)TRACKHOE
PROGRESS REPORT
THE CONTRACTOR BEGAN BACKFILLING FOOTERS ALONG 1 LINE TODAY. ONE DENSTTY TEST WAS PERFORMEDAND INDICATED SANSFACTORY COMPACTION.
IN OUR OPINION, FILL COMPACTION MEETS SPECIFICATIONS AS TNOICATED 8Y OUR OBSERVAIIONS ANO TEST NO.{S)
lN ouR oPlNloN. FILL coMPAcrtoN DoEs Nor MEET spEcrFrcATroNs As TNDTCATED By ouR oBsERVATIoNs ANo ratil6^
scoPE oF oBSERVATjoN: f] FULL TtME; Qeennorc, oN cnlL BAsrs:UcoNTMcroR.s oR cLrErrs REpREsENTATTvE AovrsEDCWc
M
T
SCOTT LOGAN
DB
FOOTER AT F.'
CTUTHOMPSON, INC.
; r'\." r!-J3?'4/...J
1
o
Compaction
Test Report
CLIENT: THE BEGK GRoUP
P.O. BOX 8529
AVON, CO 81620
a-l crL/rHoMpsoN, rNc
I lE I coNsuLING ENGTNEERS
/
1110812001 v .roeNuMae* GS3453
REPORT NUMBER:sHEEr 1 or
SUBJECT: PHASE I EXPANSION & RENOVATION
VAIL VALLEY MEDICAL CENTER
VAIL, COLORADO
FOOTING BACKFILL
,o
{
95 % OF MAXIMI.JM
I.|OISTURE WITHIN
TYPE OF COMPACTION EQUIPMENT AND NO. OF UNITS:
D1557 THIS REPORT PRESENTS OPINIONS FORMED AS A RESULT
OF OUR OBSERVATION OF FILL PLACEMENT, AS WELL AS.
THE TESTS SHOWN ABOVE, WE HAVE RELIED UPON THE
CONTMCTOR TO APPLY THE NECESSARY COMPACTIVE
EFFORT AND MOISTURE TO ACHIEVE SPECIFIED
COMPACTION DURING TIMES WHEN OUR OBSERVER IS NOT
PRESENT, AND AT LOCATIONS OTHER THAN THOSE
TESTED. TEST DATA ARE NOTTHE SOLE BASIS FOR
OPINIONS ON WHETHER THE flLL MEETS SPECIFICANONS.
% OF OFNMUM
HEAD
MOISTURE ADDED BY
THICKNESS OF LIFT
1)TRACKHOE
PROGRESS REPORT
THE CONTMGTOR BEGAN BACKFILLING FOOTERS ALONG 1 LINE TODAY. ONE DENSITY TEST WAS PERFORMED
AND INDICATED SATISFACTORY COMPACTION.
M lN ouR oPlNloN, FILL COMPACTION MEETS SPEC|FTCAT|ONS AS tNDTCATED ByOUR OBSERVATTONS AND TEST NO.(S)
-
I lN OUR OPINION, FILL COMPACTION DOES NOT MEET SPEC|FTCAI|ONS AS |ND|CATEO By OUR OBSERVATTONS ANO TEST NO.(S)_v
scoPE oF oBSERVATION: DFULLTTME: Qeenroorc, olr clLL BAsrs;qcoNTmcroR,s oR cLtENTS REpRESENTATNE ADVIsED CWC
SCOTT LOG.AN
FIELD REPRESENTATIVE
DB
CTUTHOMPSON, INC.>-{}-,',,'iS
NO.LOCANON DEPTH
FEE I TYPE
LABORATORY
COl,l-
PACTION
SOIL TYPEMAX
DENSITY oMco6 DRY
OENSITY
MCo/o
7
SOUTH SIDE OF
z.J NUC 138.0 6.9 133.0 6.4 96
URVE NO. 1
FOOTER AT F.1 JOB NO. GS-3481
TYPE OF EARTH MOVING EQUIPMENTAND NO. OF UNITS:
APPRoVED 8Y DAN DOWNING, FIELD MANAGER
Compaction
Test Report
CLIENT: THE BECK GRoUP
P.O. BOX 8s29
AVON, CO 81620
DAIE: 1110112001 roe ruuae* GS3453
REPORT NUMBER: 6 SHEET 1 OE
SUBJECT: PHASE I EXPANSION & RENOVATION
VAIL VALLEY MEDICAL CENTER
VAIL, COLORADO
CTUTHOMPSON, INC
CONSULTING ENGINEERS
THIS REPORT PRESENTS OPINIONS FORMED AS A RESULT
OF OUR OBSERVATION OF FILL PLACEMENT, AS WELL AS
THE TESTS SHOW! ABOVE, WE HAVE RELIED UPON THE
CONTRACTOR TO APPLY THE NECESSARY COMPACNVE
EFFORTAND MOISTURE TO ACHIEVE SPECIFIED
COMPACTION DURING TIMES WHEN OUR OBSERVER IS NOT
PRESENT. AND AT LOCATIONS OTHER THAN THOSE
TESTED. TEST DATA ARE NOT THE SOLE BASIS FOR
OPINIONS ON WHETiiER THE FILL MEETS SFECIFICAT|OiiS,
(o
SPECIFICATIONST 100 % OF MAXIMUM
MOISTUREWNHN
TYPE OF COMPACTION EQUIPMENT ANO NO. OF UNTTS:
ASTM D1557
% OF OFTIMUM
MOISTUREADDED BY
THICKNESS OF LIFT
GARDEN HOSE
1)TRACKHOE 1)LOADER
PROGRESS REPORT
THE CONTRACTOR HAD COMPLETED PLACING TMPORTED BACKFILL MATERIAL CONSISTTNG OF GLASS 5 AGGREGATEBASE COURSE AROUND FOOTERS AT 3F & 3H. TWO TESTS WERE PERFORMED IN THIS AREA. THE CONTRACTORWAS ADVISED THAT BOTH TESTS DID NOT MEET COMPAGTION SPECIFIGATION. BOTH AREAS WERE REWORKEDAND TEsr No. 6A wAs PERFoRMED AND REsuLTs INDTcATED sATtsrncrony cbupaciroH. TEsr No. 1 tsACGEPTABLE BASED ON GONTR.ACTORS EFFORT ANO EQUIPMENT AVAILABLE.
6AM
tr
",.s}--)
NO.LOCATION ucrtn
t-trEl TYPE
LABORATORY FIELD
coM-
PACTION
Yo
SOIL TYPEMAX
DENSITY
PCF
oMc%DRY
DENSITY
PCF
MC%
NORTH SIDE OF FOOTER
0.0 NUC 138.0 6.9 132.0 7.0 f")CURVE NO. 1
JOB NO. GS-3481
o
SE CORNER OF FOOTER
1.0 NUC 138.0 6.9 130.0 3.8 6;.CURVE NO. 1
JoB NO. cs-3481
6A
RETEST NO. 6
NUC 138.0 6.9 139.0 7.2
t/
1oo +
CURVE NO, 1
JOB NO. cs-3481
ryPEOF EARTH MOVING EOUIPMENI ANO NO. OF UNTTS:
-{v"
IN OUR OPINION' FILL COMPACTION MEETS SPECIFICATIONS AS TNDICATED BYOUR OBSERVATIONS AND TEST NO.(S)
lN ouR oPlNloN' FILL COMPACTjON DOES NOT MEET SPECTF|CATTONS AS |ND|CATEO By OUR OBSERVATTONS ANO TEST NO.(S)5&6
scoPE oF oBSERVATION: IFULLTIME; Q eenootc, oru celL BAsrs;M coNrRAcroR's oR cLrENr-s REpREsENTATTvE ADVTSED LES KIWC
Scofi LOGAN crurHoMpsoN, rNc. | .).f,a.--! -{}anuu,
DB
APPROVED 8Y DAN DOWNING, FIELD MANAGER
Compaction
Test Report
cLrENr, THE BECK GROUP
P.O. BOX 8529
AVON, CO 81620
CTL/THOMPSON, INC
CONSULTING ENGlNEERS
JoB NUMBER: GS3453
REPORT NUMBER: SHEET 1 OT 1
suarecr, p;145E tEXPANSIoN & RENovATIoN
VAIL VALLEY MEDICAL CENTER
VAIL, COLORADO
f---lIl tlll=dl
111011200'l
tESl
NO.LOCATION ItrSl
TYPE
LABORATORY FIELD
coM-
PACTIO|\
SOIL TYPEMAX
DENSITY
PCF
oMc%DRY
DENSIry
rur
t\4c%
5
NORTH SIDE OF FOOTER
0.0 NUC 4(l 132.0 .,^oc
CURVE NO. 1
JOB NO. GS-3481
o
SE CORNER OF FOOTER
't.0 NUC 138.0 6.9 130.0 3.8 94
CURVE NO. 1
JOB NO. GS-3481
6A
RETEST NO.6
NUC 138.0 6.9 139.0 7.2 100 +
GURVE NO. 1
JOB NO. GS-3481
SPECIFICATIONS:100
MOISTUREWITHIN
TYPEOF COMPACTION EQUIPMENT ANO NO. OF I.jNITS:
1)JUMPING JACK
% OF MAXIMUM ASTM D1557 THIS R=PORT PRESENTS OPINIONS FORMEO AS A RESULT
OF OUR OBSERVATION OF FILL PLACEMENT. AS WELL AS
THE TESTS SHOWN ABOVE, WE HAVE RELIED UPON THE
CONTMCTOR TO APPLY THE NECESSARY COMPACTIVE
EFFORT AND MOISTURE TO ACHIEVE SPECIFIED
COMPACTION DURING TIMES WHEN OUR OBSERVER IS NOT
PRESENT, AND AT LOCANONS OTHER THAN THOSE
TESTED. TEST DATA ARs NOT THE SOLE BASIS FOR
OPINIONS ON WHETHER THE FILL MEETS SPECIFICATIONS.
% OF OPTIMUM
1}TRACK HOE W/ SHAKER HEAD
MOISTURE AODEO BY
THICKNESS OF LIFT
GARDEN HOSE
TYPE OF EARTH MOVING EQUIPMENTAND NO. OF UNITS:
1)TRACKHOE 1)LOADER
',"o,*o,,",o*',lLLco|.|PAcTloN|\,|EETssPEclF|cAT|oNsAs|NotcATEoBYoURo8sERVAT|oNs^NDTEsTNo.(s)gvl.-. r- lN OUR OPINION. FILL COMPACTION DOES NOT MEET SPECIFICATIONS AS INDICATED BY OUR OBSEF0TAT|ONS ANOTEST NO.(S) 5 & 6
--scopE oF oBsERVAIoN: EFULL TlvE: leenroorc, or'r cr,r-L BAs$iM coNTRAcroR's oR cLrENts REPRESENTATI\€1ovIsED LE9-W CWC
N.lNc. L)iW ti-I't{,/"^R
SCOTT LOGAN
PROGRESS REPORT
THE CONTRACTOR HAD COMPLETED PLACING IMPORTED BACKFILL MATERIAL CONSISTING OF CLASS 5 AGGREGATE
BASE COURSE AROUNO FOOTERS AT 3F & 3H. TWO TESTS WERE PERFORMED IN THIS AREA. THE CONTRACTOR
WAS ADVISED THAT BOTH TESTS DID NOT MEET COMPACTION SPECIFICATION. BOTH AREAS WERE REWORKED ,/I ,
ANO TEST NO. 6A WAS PERFORMEO AND RESULTS TNDTCATED SATTSFACTORY COMPACTION. TEST NO. 1 lS rN
ACCEPTABLE BASED ON CONTRACTORS EFFORT AND EQUIPMENT AVAILABLE. / /
FIELD REPRESENTATVE
nFl
APPROVED BY DAN DOWNING, FIELD MANAGER
o
Gompaction
Test Report
cLrENr, THE BECK GROUP
P.O. BOX 8529
AVON. CO 81620
% OF MAXIMUM
MOISTURE WTTHIN
TYPE OF COMPACTION EOUIPMENT AND NO. OF UNITS|
CTLffHOMPSON, INC
CONSULTING ENGINEERS
oArEr 0912512001 JoB NUMBER: GS3453
REPORT NUMBER 5 SXETT 1 OT 1
suBJEcr: PHASE I EXPANSION & RENOVATION
VAIL VALLEY MEDICAL CENTER
VAIL, COLORADO
THIS REPORT PRESENTS OPINIONS FORMED AS A RESULT
OF OUR OBSERVATION OF FILL PLACEMENT, AS WELL AS
% OF OPTIMUM THE TESTS SHowN ABoVE, WE HAVE RELIED UPON THE
CON]RACTOR TO APPLY THE NECESSARY COMPACTIVE
EFFORT AND MOISruRE TO ACHIEVE SPECIFIED
COMPACTION DURING TIMES WHEN OUR OBSERVER IS NOT
PRESENT. AND AT LOCATIONS OTHER THAN THOSE
TESTED. TEST DATA ARE NOT THE SOLE BASIS FOR
OPINTONS ON WHETHER THE FILL MEETS SPECIFICATIONS.
TYPE OF EARTH MOVING EOUIPIIIE}{T ANO NO. OF UNITS:
PROGRESS REPORT
UPON ARRIVAL AT THE SITE THE CONTRACTOR HAD ALREADY POURED SLABS AT GRID LINES 4D AND 4E.
AFTER DISCUSSING HOW GRAVEL WAS PLACED WTTH THE CONTRACTOR WE DO NOT BELTEVE THAT THE APPROXIMATELY
3.5 FEET OF GR.AVEL PLACED AT GRID LINES 40 BELOW SLAB WAS COMPACTED APPROPRIATELY. NO CONCRETE
TEST WAS PERFORMED ON THE 5 YARDS OF CONCRETE POURED FOR THE ABOVE MENTIONED SI-ABS DUE TO SCHEDULING
DIFFIGULTY.
r-]|NouRoP|NioN,F|LLioMPAcTloNMEErssPEctF|cAT|oNsAs|ND|cATEDBYoURoBsERVAT|oNsANDTEsT"o.t.l--ErW
r--t lN OUR OPINION, FILL COMPACTION DOES NOT MEET SPECIFICATIONS AS INDICATED BY OUR OBSERVATIONS ANO TEST NO (S)
--.t scopEoF oBSERVATIoN: IFULLTTMq Q eenroorc, oH catl BAsF:McoNTMcroR's oR cLrENTs REpRESENTATvE AovtsED TROY W
MOISTURE ADDED BY
THICKNESS OF LIFI
:cLTENTS REPRES ENrArlvE AOVISEDTRqY W
crur'oMpsoN,rNc. j-,r.'.."'s2M)i,t"",.'a\
SCOTT LOGAN
FIELD REPRESENTATIVE
DB
lE5l
NO.LOCATION UEF IH
LABOMTORY FIELD
coM-
PACTION
SOIL TYPEMAX
DENSIry oMc%DRY
DENSIry
MCo/.
APPRovEo BY DAN DOWNING. FIELD MANAGER
o
Gompaction
Test Report
cLrENr: THE BECK GROUP
P.O. BOX 8529
AVON, CO 81620
DArE; 0912412001
REPORT NUMBERi 4
CTL/THOMPSON, INC
CONSULTING ENGINEERS
roe HUueER: GS3453
1or1
suBJEcI: PHASE I EXPANSION & RENOVATION
VAIL VALLEY MEDICAL CENTER
VAIL, COLORADO
SPECIFICATIONS:% OF MAXIMUM
MOISTUREWITHIN
TYPE OF COMPACTION EQUIPMENTANO NO. OF UNITS:
THIS REPORT PRESENTS OPINIONS FORMED AS A RESULT
oioun oesenvertoN oF FILL PLAcEMENT, AS w+L As
ine iesrs snowu ABovE, wE HAvE RELIED uPoN THE
c6r.rrnncron ro nPPLY THE NEcESSARY coMPAcrlvE
iFronr rulo uotsruRE To AcHlEvE sPEclFlED
COrtrplCfrOr''r OUnING TIMES WHEN OUR OBSERVER lS NOT
PNCSCNT, AHO NT IOCATIONS OTHER THAN THOSE
resreo. iesr onra ARE Nor rHE scLE BASIs FoR
oFiNroHs ott wHsrHER THE FILL MEETs sPEclFlcATloNs'
% OF OPTIMUM
MOTSTUREAODED BY
THICXNESS OF LIFT
TYPEOF EARTH MOVING EQUIPMENT ANO NO. OF UNITS:
PROGRESS REPORT
NO AODITIONAL FOOTING EXCAVATION OR BACKFILL HAS BEEN DONE SINCE OUR LAST S|TE VISIT' THE
coNTRACToR pLANs To pr-aiiliiCOxiMATELY 3 reEr oiusneD 3/4 lNcH RocK BETWEEN rHE roP oF FoorlNG
4.D AND THE CONCRETE STJE.-WE iCaOMMENO THAT THE WASHED ROCK BE COMPACTED WITH VIBRATOR IN
LIFTS NOT TO EXGEED 12 TNCHES tN THICKNESS.
II.I OU i OP II.IIOII. TIU COMPACTION MEETS SPECTFICATIONS AS INDICATED BY OUR OBSERVATIONS ANO TEST NO'(S)
|NoURoPtN|oN.F|LLcoMPACTIoNDoEsNoTMEETsPEcIF|cATIoNsAsIND|oATEDBYouRoBSERVAT|oNsANoTESTNo.(s)
scopE oF OSSERVATTON: -FULLT|ME: ll eenoorc, oH clt L SAslsiM coNlRACTOR',S ORCL|ENTS REPRESENTATIVE
CTUTHOMPSON, INC.
DAN DOWNING, FIELD MGR.
FIELD REPRESEI{TATIVE
NO TESTS PERFORMEDtn
NO.LOCATION DEPTH
TYPE
LABORATORY
coM-
ACTION
Yo
qr'\[ Tvl'tr
MAX
DENSITY
PCF
oMc%DRY
DENSIW
MC%
o
DB
BY JOHN LING, P.E.
Compaction
Test Report
CLIENT: THE BECK GRoUP
P.O. BOX 8s29
AVON, CO 81620
CTLffHOMPSON, INC
CONSULTING ENGINEERS
0910712001 roauuueen;_ GS3453
REPORT NUMSERi 3 SHEET a Or 1
SUBJECI: PHASE I EXPANSIoN & RENoVATIoN
VAIL VALLEY MEDICAL CENTER
VAIL, COLORADO
o
SPECIFICATIONS:% OF MAXIMUI/l
MOISTUREWITHIN
TYPE OF COMPACTION EQU IPM ENT AND NO. OF I,JNITS:
% OF OPNMUM
THIS REPORT PRESENTS OPINIONS FORI\4ED AS A RESULT
OF OUR OBSERVATION OF FILL PLACEMENT, AS WELL AS
THE TESTS SHOWN ABOVE, WE HAVE RELIED UPON THE
CONTMCTOR TO APPLY THE NECESSARY COMPACTIVE
EFFORT AND MOISTURE TOACHIEVE SPECIFIED
COMPACTION DURING TIMES WHEN OUR OBSERVER IS NOT
PRESENT, AND AT LOCATIONS OTHER THAN THOSE
TESTED. TEST DATA ARE NOT THE SOLE BASIS FOR
OPINIONS ON WHETHER THE FILL MEETS SPECIFICATIONS.MOISTURE ADDEO 8Y
THICKNESS OF LIFT
TYPE OF EARTH MOVING EOUIPMENT AND NO. OF UNITS:
PROGRESS REPORT
A VISITWAS MAOE TO THE SITE AS REQUESTED BY THE CONTRACTOR FOR DENSIry TESTING TO BE PERFORMED
UNDER FOOTER PADS. WE ADVISED THE CONTRACTOR THAT DENSTTY TESTS WERE NOT NEEDED AND THAT OUR
ENGINEER WOULD VISIT THE SITE TO INSPECT THE FOOTER EXCAVATIONS.
lN ouR oPlNloN, FILL coMPAcrtoN r,[EETs spEctFrcAnoNs As rNotcATEo sy ouR oBsERVATtoNs AND TEsr No.(s) NO TESTS PERFORMED
IN OUR OPINION, FILL COMPACTION DOES NOT MEET SPECIFICATIONS AS INOICATEO BY OUR O BSE RVATION S ANO TEST NO.IS}
f
T
SCOPE OF OBSERVATION:
SCOTT LOGAN
FIELD REPRESENTATIVE
DB
Iruu- rue Ieenroorc, or cnL BAs6:q]coNrucroR's oR cLrENrs REpREsENTAnvE AovrsEDDOUIi WORKMAN
crLrHoMPsoN rNn )t' " vYl qEcn5oN,lNc. { ),(;r' -{}}e4,nr.-Pt9.Fr*-W .ar+5
APPROVEO BY DAN DOWNING, FIELD MANAGER
TEST
NO.LOCATION DEPTH
WPE
LABORATORY
coM-
'ACTION
%
SOIL ryPEMAX
DENSITY
PCF
oMc%DRY
DENSITY
PCF
MCV"
Compaction
Test Report
CTL/THOMPSON, INC
CONSULTING ENGINEERS
OF OUR OBSERVATION OF FILL PLACEMENT, AS WELL AS
THE TESTS SHOWN ABOVE, WE HAVE RELIED UPON THE
CONTRACTOR TO APPLY THE NECESSARY COMPACTIVE
EFFORT AND MOISTURE TO ACHIEVE SPECIFIED
COMPACTION DURING TIMES WHEN OUR OBSERVER IS NOT
PRESENT, ANO AT LOCATIONS OTHER THAN THOSE
TESTED. TEST DATA ARE NOTTHE SOLE BASIS FOR
OPINIONS ON WHETHER THE FILL I\,IEETS SPECIFICATIONS.
cLlENr: THE BECK GROUP oArE: 0812'|'2001 roa ruuae* GS3453
P.O. BOX 8529 REPoRT NuMEER: 2 sHEEr 1 or 1
AVON, CO 81620 SUBJECT: PHASE I EXPANSION & RENOVATION
VAIL VALLEY MEDICAL CENTER
VAIL. COLORADO
CRANE PAD
' ESTIMATEO BY A ONE POINT
SPECIFICATIONS: 98 % OF MAXTMUM ASTM D ,I557 THIS REPORT PRESENTS OPINIONS FORMED AS A RESULT
MotsruRE wrrHrN +l-2 % oF oPTIMUM
TYPE OF COMPACTION EQUIPMENTAND NO. OF UNITS:
1)SMOOTH DRUM ROLLER
1)JUMPING JAGK
1)WATER TRUCK
rHrcKNESs oF LIFT 8-10
TYPEOF EARTH MOVING EOUIPMEN'AND NO. OF UNITS:
1)LOADER,I)SKID LOADER
THE CONTRACTOR HAD COMPLETED PLACING 3/4 AGGREGATE BASE COURSE FOR CRANE PAD AND WAS PLACING
ROTO-MILLED MATERIAL UPON OUR ARRIVAL. THE MILLED MATERIAL WAS REMOVED FROM THE TESTING AREAS
SO THAT ONLY BASE COURSE WAS TESTED. TESTS 2, 2A AND 3 INDICATED UNSATISFACTORY COMPACTION.
TEST NO. 4INDICATED SATISFACTORY COMPACTION ANO MOISTURE CONTENT. STEVE WITH BECK CONSTRUCTION
AND LES WITH CT'VC WERE INFORMED OF THE TEST RESULTS.
i--.'] IN OUR OPINION. FILL COi/PACTION MEETS SPECIFICATIONS AS INDICATEO BY OUR OBSERVATIONS ANO TEST NO,(S)
M lN OUR oPlNlON, FILL COMPACTION DOES NOT MEET SPECIFICATIONS AS INDICATEO BY OUROBSERVATIONS ANDTEST NO,(S) 2,2A,3,
SCOPE OF oBSERVATIoN: Ll FU!L T'lVEt glPERloolc, oN CALL EAsls;lyl CoNTMctoR's oR cLlENTs REPRESENTATIVE 1oVlsED LES WqWCJ \z .. -z 4 )x"r."."r 'crLrTHoMPsoN, lNc. :-; ir -
SCOTT LOGAN
Fl*F
FIELO REPRESENTATIVE
DB
NO.LOCATION UEF I11
rEE I
tE>l
TYPE
LABORATORY FIELD
coM-
PACTION
%
SOIL TYPEMAX
DENSIW
PCF
oMc%DRY
DENSITY
MCo/"
2
NE CORNER OF CRANE PAD
0.0 NUC 136.0 6.0 132.0 7.7 97
3/4 INGH
ABG
2\
RETEST NO. 2
NUC 136.0 6.0 128.0 6.6 94
3/4 |NCH
ABG
3
SW CORNER OF CRANE PAD
0.0 NUC
I
136.0 6.0 124.O 8.2 91
3/4 |NCH
ABC
4
SE CORNER OF CRANE PAD
0.0 NUC
,|
136.0 6.0 134.0 6.4 99
3/4 |NCH
ABC
APPROVED BY DAN DOWNING. FIELD MANAGER
Gompaction
Test Report
CLIENTI THE BECK GROUP
P.O. BOX 8529
AVON, CO 81620
' ESTIMATED BY A ONE POINT
SPECIFICATIONS: 98
MOISTURE WITHIN
l-r_r-lll=Jl
0812012001
REPORT NUMBER:
suBJEcr: PHASE IEXPANSION &
VAILVALLEY MEDICAL
VAIL, COLORADO
CRANE PAD
CTUTHOMPSON, INC
CONSULTING ENGINEERS
JoBNUMBER GS3453
1os'l
RENOVATION
CENTER
% OF MMIMUM
+l-2
ASTM D1557
O/. OF OPTIMUM
THIS REPORT PRESENTS OPINIONS FORMED AS A RESULT
OF OUR OBSERVATION OF FILL PLACEMENT, AS WELL AS
THE TESTS SHOWN ABOVE, WE HAVE RELIED UPON THE
CONTRACTOR TO APPLY THE NECESSARY COMPACTIVE
EFFORTAND MOISTURE TO ACHIEVE SPECIFIED
COIVPACTION DURING TII.4ES WHEN OUR OBSERVER tS NOT
PRESENT, AND AT LOCATIONS OTHER THAN THOSE
TESTED. TEST DATA ARE NOT THE SOLE BASIS FOR
OPINIONS ON WHETHER THE FILL MEETS SPECIFICATIONS.
TYPE OF COMPACTION EOUIPMENT ANO NO. OF UNtTS:
I)VIBRATORY SHEEPSFOOT
1)JUMPTNG JAGK
MOISTURE AODED BY
THICKNESS OF LIFT
WATERTRUCK
8-10 INCHES
THE CONTRACTOR WAS PLACING 3/4 INCH AGGREGATE BASE COURSE (ABC) FOR THE CRANE PLATFORM. A
DENSITY TESTS WAS PERFORMED ON THE FIRST LIFTWITH UNSATTSFAGTORY COMPACTION. THE CONTRACTOR
APPLIED ADDITIONAL COMPACTIVE EFFORT AND A RETEST WAS PERFORMED. THE RETEST INDICATED SATISFAGTORY
COMPACTION. WE DID NOT OBSERVE THE EXCAVATION PRIOR TO PLACEMENT OF ABC.
IN OUROPINION. FILL COMPACTION MEETS SPECIFICATIONS AS INOICA?ED BY OUR OBSERVATIONS ANO TEST NO.(S)
IN OUR OPINION. FILL COMPACIION DOES NOT MEET SPECIFICATIONS AS INOICATED BY OUR O BSE RVATIO NS AND TEST NO,(S)
SCOPEOF OASERVATION: EFULL'IIME QECNIOOIC. OI.I CAIL BASIS:M COMTRACTORS OR CLTENTS RFPRFSFNTATIVF ANVTSEN LES w/ CWC
g
f
SCOTT LOGAN
FIELO REPRESENTATIVE
DB
TEST
NO.LOCATION UETI N ItrJl
WPE
LABOMTORY
coM-
)ACTION
SOIL TYPEMAX
OENSITY
oMc%DRY
DENSITY
tltc%
,|
1():S, 7'W OF NE CORNER OF
0.1 NUC
I
136.0 6.0 125.O 5.1 92
3/4 rNCH
CRANE PAD ABC
1A
RETEST NO. 1
NUC
'l
136.0 6.0 133.0 5.3 98
3/4 INCH
ABG
TYPE OF EARTH MOVING EQUIPMENTAND NO. OF UNITS:
o
crurHoMPsoN, tNc. !"'.- \!-: i*' {-}.u.".,,'.cs?
5t6L P\ogc-rcrenrh
R Porr+
n
U NTEMMOUNTAON
TF
LJ ESTONGo Goonu^mv
Yes
coLoRADO DtvtstoN
2965 Sourh Shoshonc
Englcwood. Colorado g0l I0
Phonc 303,761.0650
r-800.742.5621
FAX.l03-761-0658
Customer PO #
Spec/Code nffi
Dav of Week TDate ?-\2'
Hours of Shift AM to
Mileage to \Q3 Mileage From \b3
Operator
Per Diem
REMARKS:
Total Hours Today _
Total Mileage ?-Ob-
Assistant _
Customer
t/
I.T.C. INSPECTION REPORT
Customer cTL Tllc.,npsou &ecr Csusr)Job# \ '
O"t"
ROBERT POLLOCK
AWS C;WI # 91121211
ICBO CERT. # 0878521-85
.o Signature Rd,e) H, P"UDtE
O crL/THoMPSoN, rNc.
CONSULTI NG GEOTECHNICAL AND MATER IALS ENGINEERS
234 CENTER DRIVE . GLENWOOD SPRINGS. COLORADO81601 . (97O) 945.2809
THE BECK GROUP
P.O. BOX 8529
AVOltl, co 81620
MR. DOUG WORKMAT'I
P1 acement Type I ns pected :
flGrade Beam [-lstructural Slab
[-ls'l ab-on-Grade
[lr.t t
Reinforcin Stee'l P'l acement RePort
Date:Job
Projecf;
Locati onl
Total Time: Mileage:
0ther tr JG.
[nier cap
Icot urn
Pl acement Locat'ion :,o
/
/Mtr"rcement- cons truct t 0n
was placed in general conformance with approved drawings and standard
pract ice.
!o.ti.i enci es Noted :
Rei ns pect'i on 'i red
,4.I ns pe ctor:
_O
Field Copy ror (!o.L
Reviewed By:
cTL/THOMPSON, lNC.
CONSULTING GEOTECHNICAL AND MATERIALS ENGINEERS
234 CENTER DRIVE . GLENWOOD SPRINGS. COLORADOSI60l . (97O) 945-2809
THE BECK GROUP
P.O. BOX 8529
AVON, CO 81620
MR. DOUG WORKMAN
Placement Type inspected:
[-lcrade Beam Tstructural Sl ab [ott e
f]Ri er cap l-ls'lab-on-Grade
q7/
[lcot*n f,wutt
Placement Location:
p[neinforcement was placed in genera'l conformance with approved draw'ings and standard
-construction practice.
l_lDefi ci enci es Noted:
Reinforcinq Stee'l Placement Report
Date: / '2 ^O 2 Job N0.,49-
Proiecl| VdX vLocationlffi
Total Time: Mi1eage:
Re'i nspection Required? ,/U CI
I ns pector:Field Copy To:
Reviewed By:
I crulrHoMPSoN, rNc.
CONSULTING GEOTECHNICAL AND MATERIALS ENGINEERS
234 CENTER DRIVE . GLENWOOD SPRINGS. COLORADO 8l6Of i97O) 945-2809
THE BECK GROUP
P.O. BOX 8529
AVON CO 81620
Attention: MR. DOUG WORKMAN
Placement Type Inspected:
f erade Beam f Structural Sl ab
fnier cap i-lst ab-on-Grade
[wurr
Rei nforci n Steel Pl acement Report
Date:Job
Pro jecff-
Locati onl
Total Time:Mi l eage:
I cot urn
Placement Location:
o
-,,z/I a',lfei nforcement
c ons trucl r 0n
LlDe fi ci enci es
was placed
practice.
Noted:
in general conformance with approved drawings and standard
Reinspection Required? \Jo
I ns pector:F'ie1d Copy To: brt .
Rev'i ewed By:
| "t.ltHoMPSoN, rNc.
CONSULTI NG GEOTECHNICAL AND MATER IALS ENGI NEERS
234 CENTER DRTVE . GLENWOOD SPRINGS. COLORADO 8l60l . (97O) 945-2809
THE BECKGROUP
P.O. BOX 8529
AVON CO 81620
AttentioN: MR. DOUG WORKMAN
Placement Type Inspected:
[-lGrade Beam l--lstructural S lab amL
fRier cap |-lst ab-on-e raoe
Reinforcinq Steel Placement Report
Date: pf a Job '$,ylr
P r^n i aFf.
Locati onl
Total Time:Mi Ieage:
! cot urn
Pl acement Locati on :
o
-....r-r--
l"zlRei n forcementt-J cons tru cul on
was placed in general conformance with approved draw'i ngs and standard
practice,
!o.fi ci enci es Noted:
Field Copy To:
Reviewed By:
/w,Reinspection Requi red? *6l
I ns pector:
O crL/THoMpsoN, rNc.
CONSULTING GEOTECHNICAL AND MATERIALS ENGINEERS
234 CENTER DRIVE . GLENWOOD SPRINGS. COLORADOOt60l . (97O) 945.2809
THE BECK GROUP
P.O. BOX 8529
AVON CO 81620
Attention: MR. DOUG WORKMAN
Placement Type inspected:
Terade Bean [structural Sl ab
Inier cap l--lsl ab-on-e raoe
f cot urn
Pl a cement. Locati on :
[iflatr
Rei nforc'in Stee'l Placement Report
Date:Job No.GsgllProj ecti /y1
Locat i onl
Total Time:Mi l eage:
'.-.-
lZ|6inforcement
cons lrucI l0n
was p'l aced i n
pract ice.
general conformance wr'th approved drawings and
LlDefi ci enci es Noted:
Reinspection Required? No
I ns pector:Field Copy To:
Reviewed By:
| "t.ltHoMpsoN, rNc.
CONSULTING GEOTECHNICAL AND MATERIALS ENGINEERS
234 CENTER DRIVE . GLENWOOO SPRINGS. COLORADOEI60l . {97O) 945-2809
THE BECK GROUP
P.O. BOX 8529
AVON, CO 81620
MR. DOUG WORKMAII
Placement Type Inspected:
[-lGrade Beam [-lstructura] Sjab
[eier cap l-lsl ab-on-Grade
Rei n forci n Steel Placement RePort
Date:
D r"n i oTFT
Locat i onl
Total Time:Mi Ieage:
?-t--Yog-\ttt4
I cot rrn
Placement Location:
[wur i
-t''ll6-i nforcement
c ons ! ru cf,'l on
was p1 aced in general conformance w'i th approved drawings and standard
pract i ce.
Io.ri ci enci es Noted:
o
Reinspection RequiredZ N o
I ns pector:^AField Copy To: $ecIL
Reviewed By:
ILO "t.rrHoMPSoN, rNc.' CONSULTINGGEOTECHNICAL,A.NDMATERIALSENGINEERS
234CENTERDRIVE. GLENWOOO SPRINGS. CoLORADo 81601 . (97O) 945-2809
THE BECK GROUP
P.O. BOX 8529
AVON, CO 81620
MR. DOUG WORKMAN
Placement Type Inspected:
flGrade Beam l-lstructura'l S lab
Ieier cap I-l s'lab-on-crade
Rei nforcinq Steel Placement Report
Date: lrlra/aa,r Job
Proj ectl
Locati on :
Total Time: Mileage:
[]wurtlcotrrn
Placement Location:
?
|-lReinfo".ement was p1 aced in general conformance with approved drawings and standard
-construction practice.
gdurencies Noted: I
il
I ns pector:
Reinspection Required? b\c>
o Fi e1d Copy fo: 0ca!c-
Reviewed By:
o CTL/THOMPSON, INC.
CONSULTI NG GEOTECH NTCAL AND MATERIALS ENGI NEERS
234CENTERDR|VE. GLENWOOD SPR|NGS. COLORAOO 81601 . {970) 945-2809
THE BECK GROUP
P.O. BOX 8529
AVON, CO 81620
MR. DOUC WORKMAIII
Placement Type Inspected:
[-lGrade Beam
fleier cap [-lst a b-on-Grade
[wurr
Placement Locationr Bd"&" \- F + I - t{ , \- F
t_r -/-l-fi6intorcement was p1 aced in general conformance with approved draw'i ngs and standard
-cons truction practi ce.
f_lDef i ci enc ies Noted:
|_lstructura'l S lab effi, PA,:.fu
f cot r*n
o
Rei n forci n Steel Placement Report
Date:
P roj ectl
Locati onl
Tota'l Ti me:Mi l eage:
Reinspection Required? Nlo
I ns pector:Fie1d Copy To: g."L
Reviewed By:
-i
CTL/THOMPSON, INC.
CONSULTING GEOTECHNICAL AND MATERIALS ENGINEERS
234 CENTER ORIVE . GLENWOOD SPRINGS. COLORADO 81601 ' (97O) 945'2809
I THE BECK GROUP
P.O. BOX 8529
AVOlrl, co 91620
MR. DOUG WORKMATTI
Placement Type Inspected:
Grade Beam l-lstructural Sl ab
fnier cap [-ls] ab-on-Graoe
I cot urn lwut r
placement Locat'ion, P,!*l-. * 3-t, l-5, t-H * 0*-.. t-3- r t-tt
,O F*", '* N-u, D-Y, ' B6** b-r . rr-a
-r-/'I a{Rei nforcement
c ons Irucl l on
was placed in general conformance with approved drawings and standard
practi ce.
f]o"ri ci enci es Noted:
Rei n forc'i nq Stee'l Pl acement RePort
Date
Proj
Loca
Tota I Time: Mileage:
Rei nspecti on Requi red?_No__
i ns pector:o
f\AField Copy ro: Ilad&
Reviewed By:
o CTL/THOMPSON, INC,
CONSULTING GEOTECHNICAL AND MATERIALS ENGINEERS
234 CENTER DRIVE . GLENWOOD SPRINGS. COLORADO a160l . (97O) 945-2809
THE BECK GROUP
P.O. BOX 8529
AVOIrt, CO 81620
MR. DOUO WORKMAN
Placement Type Inspected:
flGrade Beam
f]Rier cap [_ls'lab-on-e raoe
l-lstructural Sl ab na-,sM
lwur r
o
-,..
lZ|6intorcement was placed 'in general conformance with approved drawings and standard
-construction practice.
[_lDefici encies Noted :
Reinforc'i nq Steel Placement Report
Date: \\apol Job N .tu341r
Proj ect[
Locati onl
Total Time: M'i leage:
l-l co turn
placement Location, l- F , 3"Ja- t- F a 'l - tt
Reinspection Required? \) "
I ns pector:Field Copy ro: [\qr]u
Reviewed By:
O CTL/THOMPSON, INC.
CONSULTING GEOTECHNICAL AND MATERIALS ENGINEERS
234 CENTER DRIVE . GLENWOOD SPRINGS. COLoRADO 8t6Ot . (97o) 945-2809
THE BECK GROUP
P.O. BOX 8529
Avolrl, cO 81620
MR. DOUG WORKMAN
Placement Type Inspected:
[-lGrade Beam
feier cap |_lslab-on-Grade
f*lstructural Sl ab @Kse
f cotrrn [wut t
Reinforcinq Stee'l Placement Report
Date:Job No.:65.34\l
Proj ectl
Locationl
Totai Time: Mileage:
,o
Placement Location:
- --./'[fReinforcement was p1 aced in general conformance with approved drawings and sta
construction pract i cg.
f]o"ri ci enci es Noted :
ndard
,rl^/
Re'i nspection Required? NO
Inspector:Field Copy r., \o.,e Ar.jr.[rf,
Reviewed By:
E-.'rrEJlI crurrHoMpsoN, rNc.
CONSULTING GEOTECHNICAL AND MATERIALS ENGINEERS
234 CENTER DRIVE . GLENWOOD SPR|NGS. COLORADOSt60t . {97O) 945.2909
THE BECK CROUP
P.O. BOX 8529
AVO[{, CO 81620
MR. DOUG WORKMAI{
P1 acement Type
[-lGrade Beam
[nt er cap [-lsl ab-on-crade
Rei nforci nq Steel Pl acementSteel Pl acement Report
Date: \\Job No. :C*'341tProjectl
Locati onl
Total Time: Mi Ieaqe:
I ns pected :
f]Structural Slab zr{6'"leh
l-lcot urn
Pl acement Locat'ion :
flw.t t
- ---'[_'-ff,einforcement was p'l aced in general conformance with approved drawings and standard
construction practice.
f o"ti ci enci es Noted:ry,
Reinspection Required? \JO
I ns pector:
,o
Fieid Copy To:
Reviewed By:
t CTL/THOMPSON, INC.
CONSULTING GEOTECHNICAL AND MATERIALS ENGINEERS
234 CENTER DRIVE . GLENWOOD SPRINGS. COLORADO 8l60l . (97O) 945-2809
THE BECK OROUP
P.O. BOX 8529
AVON, CO 81620
MR. DOUG WORKMAI{
TGrade Beam
Pl acement Type I nc narl od .
I SlabI l5r rucrura
fleier cap l-l sl ab-on-Graae
'./-Wtn"" tr*fi-d P"J
U
f,wut I
Reinforcinq Steel Placement Report
{t\'3+i
Total Tjmer Mileage:
Date: rol4tla.','r Job No.
D nn i eFIl
Locat i onl
[_l cot urn
Placement Location, 3-bI
-/'t'
lf6ntorcement was placed in general conformance with approved drawings and standard
- cons truct i on pract icE.
!o"ri ci enci es Noted , r9N'
Reinspection Required? 5\6
I ns pecto r:
Rcvicwcd B,(D
Fi e1d Copy To:
t CTL/THOMPSON, INC.
CONSULTING GEOTECHNICAL AND MATERIALS ENGINEERS
234 CENTER DRIVE . GLENWOOD SPRINGS. COLORADO8l601 . (97O) 945.2809
THE BECK GROUP
P.O. BOX 8529
AVOII, CO 81620
MR. DOUC WORKMAN
Placement Type I ns pected :
[-lstructura'l S lab
'..'.?.
R61tn", tr#.r PJ
-
[]wut t
Location:3- s T3-
-t
---/lgf{einforcement was placed in general conformance with approved drawings and standard
tr;":.*:,", l",.:,'*' *'
Reinforcin Steel Placement Reoort
flefc.Job No.6s-34Ftt
Proj ect-
Locati onl
Total Time:Mi l eage:
i-lcrade Beam
lRter cap |-lSI au-on-e rade
f]cot*n
Pl a cement
Reinspection Required? b\o
Inspector:Field Copy To:
Reviewed By:
CTL/THOMPSON, INC,
CONSULTING GEOTECHNICAL AND MATERIALS ENGINEERS
234 CENTER DRIVE . GLENWOOD SFR|NGS. COLORADO Bl60t . (97O) 945-2809
Client: THE BEcK GRoup
P.O. BOX 8529
AVON, CO 81620
Attn:I.iR. DOUG I./ORKI'IAN
Placement Type Inspected:
lll Grade Beam l_lstructural Sl ab 0ther
Inier cap
I ILO rumn
l-lsl ab-on-Grade
[wur r
Reinforcinq Stee'l Plaqement Report
Date: /O-/b 1t I ob No. ,4,
Prn iarT.
Locat i on :
Total Tirne: Mileaqe:
Placement Location:-
f- ^ |-; /,^'z e4 Tliz - /*t 7/;t
4lt"o^Q | /a->t+t
Rei n forcement
onstruction
was p'l aced in general conformance with approved drawings and standard
pract i ce.
I no li ci en c'i es No ted :
Reinspecti on Requi red? N 0
Tncnorinn'
Reviewed B
o Fi eld Copy To:
CTL/THOMPSON, INC.
CONSULTING GEOTECHNICAL AND MATERIALS
234 CENTER ORIVE . GLENWOOO SPRINGS. CQLORAOO 8 ]60 I .
ENGINEERS
(970) 945-2809
REeEIvFD
ocT 15 2001
BEE<
3/7/
Client: TH BECK GRoup
R'.O. BOX 8529
AVON, CO 81620
Attn:
Pl acement t-ype Inspected:
flcrade Beam l-lstructural S lab
Ieier cap |-l sl au-on-erade
i_l cot rrn
^tVo.n"'#"J,'^-ji
!wur r
Pl acement Locati on :4 -'/i
-..i ,f ,,<-/
ffieintorcement was placed in general conformance with approved drawings and standard
construction practice.
[O.ti ci enci es Noted:
Reinforcin Steel Placement Reoort
Date: /A-ob No
Drn iart .4
Locati onl
Total Time:Mi l eage:
Rei ns pecti on Requi r"d? __2 9..-....-
I ns pector:
Reviewed B
O
tteld Copy To:
O .TL/TH.MPS.N, rNc.
CONSULTING GEOTECHNICAL AND MATERIALS ENGINEERS
234 CENTER DRIVE . GLENWOOD SPRINGS. COLORADO 8I60I . (97O) 945.2809
THE BECKGROUP
P.O. BOX 8529
AVON CO 81620
Attention: MR. DOUG WORKMAN
Placement Type Inspected:
[lGrade Beam
feier cap Stuo-on-r"uo.
Rei n forci n Steel P'l acement Report
Date: 1lz.ot Job No. :6f -Proj ect:
L oc a t'i onl
Total Time:Mi l eage:
+1t
[-lstructura'l S lab
rJ\Eotn". c"\"*.^ oJ
! co trrn
Pl acement Locati on :
flw.tt
?,lati"" @ 4D
/it r /_ l
-C--l v 'vr n osA (4. 't E
I<l 1 \ /2\ <tJl45-on-qr4dg (:L - I{
Rei nforcement
ons truct ion
was placed in general conformance with approved drawings and standard
practi ce.
[lDefi c'ienci es Noted:
Reinspection Requi red? N"
I ns pector:
rO
Field Copy to, -fk. ?.J. G.,*o
Reviewed By:
CTL/THOMPSON, tNC.
CONSULTI NG GEOTECH NICAL,A.ND MATER IALS ENGI NEER S
234 CENTER ORTVE . GLENWOOD SPR|NGS. COLORADO 8160t . (970) 945-2809
THE BECK GROUP
P.O. BOX 8529
AVON CO 81620
Attention: MR. DOUO WORKMAN
Placement Type I ns pected :
[-l Grade Beam Istructura l S lab
I lPler Lap l-ls'lab-on-Grade
Vlzt
!cotr*n
Placement Locat ion:
[wurt
o
Re i nforc inq Stee l P cement Re port
Job
Mi 1 eage:
P roj ect-
Locationl
Total Time:
Rei n forcement
ions truct i on
was placed in genera'l confonnance wii,h approved drawings and standardpnactice.
f,oeti ci enc j es Noted:
Reinspection Requi red?^/O
I ns pector:
Reviewed B
a Field Copy To:h c 9e J<
THE BECK GROUP
P.O. BOX 8529
AVON CO 81620
Attention: MR. DOUG WORKMAN
Date; April 12,2002
Report fD: C4740 - GS - 3471
project: PHASE I .!,rp:ANSTOTV & RENOVATI/ON supplier: LAFARGE
VAIL VALLEY MEDICAL CENTER, VAIL, COLORADO
Location: 2 STABS ON ROOF/ 1 SLAB ON 3RD FLOOR, 1 SI.r'.B ON 2ND FLOOR
Cast Date: 03/15/2002
Specimens Made By: SL
Ticket 12004775
Truck Number: 9802
Batchlime: 7:42
TestTime:9.'00
Concrete Mix:
4081
Physical
Specified Strength (f c)
4000 psi @28 days
Properties of Goncrete (ASTM c143'c231, C138, C1064)
Density Temperature
141.4 pcf. 61 deg. F
Slump
5 in.
Air Content
4.e%
Compressive Strengths (ASTM c39)
o ffir."l Age in
Days
Diameter Area
(inches) (sq. inches)
Load Compressive Percent
(lbs.) Strength (Psi) of fc
Type of
Fracture
1 7 4.00 12.57 49,500 3940
Average:3940 99
2 28 4.00 12.57 62,000 4930
3 28 4.00 12.57 61,000 4850
Average:4890 122
CTL/Thompson, Inc.
'11by:
Dan Downing
cc: LAFARGE
VAIL VALLEY MEDICAL CENTER
HLM DESIGN, INC.
BIERBACH CONSULT'NG
ENG/NEERS
SzM CONSTRUCTION
WESTERN SK'ES,
'NC.
CTL/TF{OMPSOB\!, lNlL.
CONSULTING ENGINEERS
GLENWOOD SpRtNGS, COLORADO 81501 r (97O) 945_2809234 CENTEFI DRIVE T
THE BECKGROUP
P.O. BOX 8529
AVON CO 81620
Attention: MR. DOUG WORKMAN
Project: PHA,SE I EXPAMSTON E RENOVATION
UAIL VALLEY MEDICAL CENTER, VAIL, COLORADO
Location: 2ND FLOOR EAST HALF SLAB ON DECK
Date: April 2,2002
Report lD: C4738 - GS - 3471
Suppfier: LAFARGE
Gast Date: 03/04/2002
Specimens Made By: SL
Ticket:12004715
Truck Number: 77
Batch Time: 10;33
Test Time: /7:50
Concrete Mix:
4081
Specified Strength (fc)
4000 psi @ 28 days
Physical Properties of Concrete (ASTM c143, C231, C138, Cl 064)
Density
144.4 pcf.
Slump
9 in.
Air Content
/o
Temperature
60 deg. F
Compressive Strengths (AsrM c3s)
o 'ffi['l Age in
Days
Diameter Area
(inches) (sq. inches)
Compressive Percent
Strength (psi) of fc
Load
(lbs.)
Type of
Fracture
CTL/Thompson, Inc.cc: LAFA,RGE
VAIL VALLEY MEDICAL CENIER
HLM DESIGN,INC.
BIERBACH CONSULT'NG
ENG'NEERS
S2M CONSIRUCTION
WESTERN SKTES,
'NC.
ry
GTLi-i'!-iOM PSCN, ! g\iG,
CONSULTING ENGINEERS
GLENWOOD SpFlTNGS, COLORADO 81501 . (970) ,o45-2809
by:Drr.D*-,'=
DowningDan
I 7 4.00 12.57 71,500 5690
Average:5690 142
2 28 4.00 12.57 86,000 6840 e
28 4.00 12.57 86,000 6840 L
Average:6840 171
234 CENTEFI DFIVE t
tt
THE BECK GROUP
P.O. BOX 8529
AVON CO 81620
Attention: MR. DOUG WORKMAN
Project: PHASE I EXPAIIS/ON & RENOVATION
VAIL VALLEY MEDICAL CENTER, VAIL, COLOR,ADO
Location: 2ND FLOOR EAST HALF SLAB ON DECK
Date: March 11,2002
Report lD: C4738 - GS - 3471
Suppfier: LAFARGE
Cast Date: 03/04/2002
Specimens Made By: SL
Ticket: 12004715
Truck Number: 77
Batch Time: /0:33
Test Time: /1;50
Concrete Mix:
4081
Physical Properties of Concrete (ASTM c143, c231, c138' c1064)
SpEcified Strength (fc)
4000 psi @ 28 days
Slump
g in. ,/
Alr Content
%
Density
144.4 pcf.
Temperature
60 deg. F
Gompressive Strengths (ASTM c3e)
Specimen
Number
Age in
Days
Diameter Area
(inches) (sq. inches)
Compressive Percent
Strength (psi) of fc
Load
(lbs.)
Type of
Fracture
cc: LAFARGE
VAIL VALLEY MEDICAL CENTER
HLM DESIGN, INC.
BIERBACH CONSULT'AJG
ENG'NEERS
s2,n coNsrRUcTtoN
WESTERNSK'ES,
'NC.
CTL/THOMPSON, INC.
CONSULTING ENGINEERS
GLENWOOD SPR|NGS, COLORAOO 8160.1 I (97O) 945_2809
I 7 4.00 12.57 71,500 5690
Average:5690 142
Dan Downing
234 CENTEF DRIVE I
THE BECKGROUP
P.O. BOX 8529
AVON CO 81620
Attention: MR. DOUG WORKMAN
Project: PHASE I F)(rPAwSTON & RENOVATION
VAIL VALLEY MEDICAL CENTER, VAIL, COLORADO
Location: 2ND FLOOREASI HALFSLAB ON DECK
Date: April 2,2002
Report f D: C4737 - GS - i471
Suppfier: LAFARGE
Cast Date: 03/04/2002 Ticket: 12004708 I Batch Time: 9:14 1 Concrete Mix:
Specimens Made By: SL I Truck Number: 109 | Test fim9. !0:m 4081
Gompressive Strengths
Specimen
N umber
Age in
Days
Diameter
(inches)
Area Load
(sq. inches) (lbs.)
(ASTM C3s)
Gompressive Percent
Strength (psi) of f'c
Type of
Fracture
Physical Properties of Concrete (ASTM c143, c231, c138, c1064)
Specified Strength (fc)
4000 psi @ 28 days
Slump
7.25 in.
Air Content
4.1%
Density
143.2 pcf.
Temperature
55 deg. F
I 7 4.00 : 12.57 69,500 5s30
Average:5530 138
2 28 4.00 12.57 84,000 6680
3 28 4.00 12.57 86,000 6840 1,,
Average:6760 169
CTL/Thompson, lnc. -\ -'l
or, !)?v w:3
Dan Downing
cc: LAFARGE
VAIL VALLEY MEDICAL CENTER
HLM DESIGN,
'NC.BIERBACH CONSULT,,VG
E/VG'NEERS
S2M CONSTRUCTION
WESTERN SK'ES,
'NC.
.,l
)b4/
CTL/'tr'HOMPSON, iNG.
CONSULTING ENGINEERS
cLENWOOD SPR|NGS, COLORADO s,l501 | (970) 945_2809?34 CENTER DRIVE '
THE BECK GROUP
P.O. BOX 8529
AVON CO 81620
Attention: MR. DOUG WORKMAN
Project: PHASE I A(;PATVSTON & RENOVATION
VAIL VALLEY MEDICAL CENTER, VAIL, COLORADO
Location: 2ND FLOOR EAST HALF SLAB ON DECK
Date: March 11 , 2002
Report lD: C4737 - GS - 3471
Supplier: LAFARGE
Cast Date: 03/04/2002
Specimens Made BY: SL
Ticket:. 12001708
Truck Number: 109
Batch Time: 9:14
TestTime:70;20
Concrete Mix:
4081
Physical Properties of Goncrete (ASTM c143, c231, c138' c1064)
Speclfted Strength (fc)
4000 psi @ 28 daYs
Gompressive Strengths (ASTM c39)
Specimen
Number
CTUThompson, lnc.
Diameter Area
(inches) (sq. inches)
Compressive Percent
Strength (psi) of fcAge in
Days
Load
(lbs.)
Type of
Fracture
by:
cc: LAFARGE
VAIL VALLEY MED'CAL CENTER
HLM DES'GN,INC.
BIERBACH CONSULT'NG
EVG'NEERS
S2M CONSTRUCTION
I/YESTERN SKrES' ,NC'
CTL/THOMPSON, INC.
CONSULTING ENGINEERS
234CENTER DBIVE r GLENWOOO SPRTNGS. COLORADO 8l60l r (97O) 945-2809
1 7 4.00 12.57 69,500 5530 v
Average:5530 138
THE BECKGROUP
P.O. BOX 8529
AVON CO 81620
Attention: MR' DOUG WORKMAN
Project: PHASE t EXPATVSTON & RENOVATION
VAIL VALLEY MEDICAL CENTER, VAIL' COLORADO
Location: 2ND FLOOR SLAB ON DECKWEST HALF
Date: March 28,2002
Report lD: C4736 - GS - 3471
Supplier: LAFARGE
Batch Time: 8150 i Concrete Mix:
TestTime: 9.'50 | 4081
Ticket:, 12004687
Truck Number: 9826
Cast Date: 02/27/2002
Specimens Made BY: SL
PhYsical
Specified Strength (f c)
4000 psi @ 28 daYs
propertles,* Concrete (ASTM C143, C231, c138' C1064)
slump / Air content Density
B.S in. / 6.1 % 137.8 pcf.
Diameter Area
(inches) (sq. inches)
Load ComPressive
(lbs.) Strength (Psi)
Percent
of fc
Type of
Fracture
CTUThomPson, lnc.LAFARGE
VAIL VALLEY MEDICAL CENTER
HLM DESIGN,INC,
BIERBACH CONSULT,,VG
ENG'NEERS
S2M CO'VSTRUCT'ON
WESTERN SK'ES,
'NC.
w, bft''' D*-,,^<
Dan Downing
commeng:cyl,NDERsWEREDISTURBEDAFTERPLAaEMENTINGUREBox.
CTI./TE-iOMPSON, ING.
CONSULTING ENGINEERS
GLENWOOD SPRINGS, COLORADO 81601 r (970) 945-2409
Gompressive Strengths (ASTM c39)
234 CENTER DFIIVE I
7
o
THE BECKGROUP
P.O. BOX 8529
AVON CO 81620
Attention: MR. DOUG WORKMAN
Projecf PHASE I ilPAMTON E RENOVATION
VAIL VALLEY MEDICAL CENTER, VAIL, COLORADO
Location: 2ND FLOOR SL,AA O,V DECKWEST HALF
Date; March 8, 2002
Report f D: C4736 - GS - 3471
Supplier: LAFARGE
Cast Date: 02/27/2002
Specimens Made By: SL
lickel:. 12004687
Truck Numbert 9826
Batch Time: 8:50
Test Time: 9;50
Concrete Mix:
4081
Physical Properties of Concrete (ASTM c143' c231, c138, c1064)
Specified Strength (f c)
4000 psi @ 28 days
Slump /
8.5 in. "/
Gompressive Strengths (AsrM c3s)
Specimen
Number
CTUThompson, lnc.
Diameter Area
(inches) (sq. inches)
Compressive Percent
Strength (psi) of f'cAge in
Days
Load
(lbs.)
Type of
Fracture
*, FY+^'' =D*^*.,"S,
Dan Downing
Comments: CyLTTVDERS WERE DISTaJRBED AFQER PLACEMENT lN CURE BOX.
CTL/TI.IOMPSON, INC.
CONSULTING ENGINEERS
234 oENTER ORIVE r GLENWOOD SPFIINGS, COLORADO 81601 I (970) 945-2809
cc: LAFARGE
VAI L VAL LEY M ED I CA L CEIITTER
HLM DESIGN, INC.
BIERBACH CONSULI,'VG
ENG'A'EERS
S2M CONSIRUCTION
WESTERN SKTES, I'VC.
7 4.00 12.57 52,000 4140 q
Average:4140 104
THE BECK GROUP
P.O. BOX 8529
AVON CO 81620
Attention: MR. DOUG WORKMAN
Specimen
Number
CTLiThomPson, lnc.
by:
Date: March 28,2002
Report lD: C4735 - GS'3471
Supplier: LAFARGEProjecfi PHASE t a@ANSION & RENOVATION
VAIL VALLEY MEDICAL CENTER, VAIL, COLORADO
Location: 2ND FLOOR SLAB ON DECKWEST HALF
Compressive Strengths (AsrM c39)
Age in
Days
Dr-
DowningDan
Diameter Area
(inches) (sq. inches)
Load ComPressive
(lbs.) Strength (Psi)
Percent
of fc
Type of
Fracture
13
cc: LAFARGE
VA,IL VALLEY MEDICAL CENTER
HLM DESIGN, INC'
B'ERBACH CO'VSULT'NG
ENGTNEERS
S2M CONSTRUCTION
WESTERN SK'ES,
'NC.
Comments: CyL/NDERS WERE DISTURBED AfiER PLACEMENT IN CURE BOX'
I
t)/|t il ov1ltvtur/\'
CTL/THOMPSON' IT{C.
CONSULTING ENGINEERS
234 CENTER DRIVE ! GLENWOOD SpRtt'tCS' COLORADO 81601 r (970) 945-2809
Batch Time: 7.'24
Test Time: 8.'30
Ticketz 12004681
Truck Number: 9944
Cast Date: 02/27/2002
Specimens Made BY: SL
Prope
Slump
7.5 in.
rties of Concrete (ASTM C143, C231, C138' C1064)
Soecified Strength (f c)
4000 psi @ 28 daYs
1 7 4.00 12.57 66,000 5250
Average:5250 131
2 28 4.00 12.57 84,000 6680 r
3 28 4.00 12.57 83,000 6600 !
Average:6640 166
THE BECK GROUP
P.O. BOX 8529
AVON CO 81620
Aftention: MR. DOUG WORKMAN
Project: PHASE t EXPAlvSrOi' & RENOVATIoN
VAIL VALLEY MEDICAL CENTER, VAIL, COLORADO
Location: zND FLOOR SLAB O,V DECKWEST HALF
Datet March 8, 2002
Report lD: C4735 - GS - 3471
Suppfier: LAFARGE
Cast Date: 02/27/2002
Specimens Made By: SL
Ticket: 12004681
Truck Number: 9944
Batch Time: 7:24
Test Time: 8:30
Concrete Mix:
4081
PhYsical
Specifled Strength (fc)
4000 psi @ 28 days
Properties of Goncrete (ASTM c143, c231, c138' c1064)
Gompressive Strengths (ASTM c39)
Specimen
Number
Age in
Days
Diameter Area
(inches) (sq. inches)
Compressive Percent
Strength (psi) of f c
Load
(lbs.)
Type of
Fracture
by:
CTUThompson, Inc.cc: LAFARGE
VAIL VALLEY MEDICAL CENTER
HLM DESIGN, lNC.
BIERBACH CONSULTING
ENGINEERS
S2M CO'VSTRUCTION
WESTERN SK'ES,
'A/C.
Commen(s: CytlNDERS WERE DISTURBED AFTER PLACEMENT lN CURE BOX'
CTL/THOMPSON, INC.
CONSULTING ENGINEERS
234 CENTER OFIIVE ! GLENWOOD SPRINGS, COLORADO 8.1601 r (970) 945-2809
?
1 7 4.00 12.57 66,000 5250 r'
Average:5250 131
THE BECK GROUP
P.O. BOX 8529
AVON CO 81620
Attention: MR. DOUG WORKMAN
Project PHASE I D(P.AIVSTON & RENOVATION
VAIL VALLEY MEDICAL CENTER, VAIL, COLORADO
Location: ROOF
Date: February 22,2002
Report lDi C4734 - GS - 3471
Supplier: LAFARGE
Cast Date: 02/13/2002
Specimens Made By: SL
Ticketz 12004626
Truck Number: 9826
Batch Time: 12.'03
TestTime:7:75
Concrete Mix:
40320
Physical Properties of Goncrete (ASTM c143' c231, c138' c1064)
Specified Strength (f c)
4000 psi @ 28 days
Slump ,/
6.5 in. ,,/
Air Content
2.6%
Donsity
116.6 pcf.
Temperature
56 deg. F
Compressive Strengths (ASTM c39)
Specimen
N umber
CTUThompson, lnc.
Diameter Area
(inches) (sq. inches)
Compressive Percent
Strength (psi) of fcAge in
Days
Load
(lbs.)
Type of
Fracture
cc: LAFARGE
VAIL VALLEY MEDICAL CENTER
HLM DESIGN,INC.
BIERBACH CONSULT''VG
ETVG'NEERS
SzM CO'VSIRUCTION
WESTERNSK'ES,
'NC.
fl*,
CTL/THOMPSON, INC.
CONSULTING ENGINEERS
GLENWOOD SpF|NGS, COLORADO 81601 r (97O) 945-2809
1 7 | 4.00 12.57 67,000 5330
Average:5330 133
h
234 CENTER ORIVE T
THE BECKGROUP
P.O. BOX 8529
AVON CO 81620
Attention: MR. DOUG WORKMAN
Project PHASE I EXPANSION & RENOVATION
VAIL VALLEY MEDICAL CENTER, VAIL, COLORADO
Location: ROOF
Date: February 22,2002
Report fD: C4733 - GS - 3471
Supplier: LAFARGE
Cast Date: 02/13/2002
Specimens Made By: SL
licket: 12004616
Truck Number: 9826
Batch Time: 9:09
Test Time: /0;50
Goncrete Mix:
40320
Physical
Specmed Strength (f c)
4000 psi @ 28 days
Properties of Concrete (ASTM c143, c231' cl38' c1064)
Slump ,/ Air Content Density Temperature
8.5 in. / 2.8 % 146.4 pcf. 47 deg' F
Gompressive Strengths (ASTM c39)
Specimen
Number
CTUThompson, Inc.
Age in
Days
Diameter
(inches)
Area
(sq. inches)
Load
(lbs.)
Compressive Percent
Strength (psi) of fc
Type of
Fracture
1 7 4.00 12.57 61,000 4850
Average:4850 121
by:
cc: L,AFARGE
VAI L VALLEY M ED I CAL CE'''TER
HLM DESIGN,INC.
BIERBACH CONSULT'NG
ENG'NEERS
S2M CONSTRUCTION
WESTERN SK'ES,
'NC.
tl ,w
GTL/THOMPSON, INC.
CONSULTING ENGINEERS
cLENWOOD SpR|NGS, COLORADO 81601 r (97O) 945-2809234 CENTER DRIVE T
THE BECK GROUP
P.O. BOX 8529
AVON CO 81620
Attention: MR. DOUG WORKMAN
Project: PHASE I E)(PANSTON & RENOVATION
UAIL VALLEY MEDICAL CENTER, VAIL, COLORADO
Location: ROOF
Dale: February 22,2002
Report lD: C4732 - cS - 3471
Suppfier: LAFARGE
Gast Date: 02/13/2002
Specimens Made By: SL
Ticket: 12004609
Truck Number: 140
Batch Time: 7.'24
Test Time: 8.'45
Concrete Mix:
40320
Physical
Specified Strength (f c)
4000 psi @ 28 days
Properties of Concrete (AsrM c143, c231, c138, c1064)
Slump
7.5 in.
Air Content
2.5%
Density
145.8 pcf.
Temperature
54 deg. F
Compressive Strengths (ASTM c39)
Specimen
Number
Age in
Days
Diameter Area
(inches) (sq. inches)
Compressive Percent
Strength (psi) of fc
Load
(lbs.)
Type of
Fracture
CTUThompson, Inc.
NNuyr I l., t,\
cc: LAFARGE
VAIL VALLEY MEDICAL CENTER
HLM DESIGN,INC.
BIERBACH CONSULT'A'G
ENG'NEERS
S2M CONSIRUCTION
WESTERwSKTES,
'NC.
M*
CTL/THOMPSON, INC.
CONSULTING ENGINEERS
GLENWOOO SPRTNGS, COLOFTADO 8',1601 r (970) 94s-2809
1 7 4.00 12.57 69,000 5490
Average:5490 137
234 CENTER DRIVE I
THE BECK GROUP
P.o. Box 8529
AVON CO 81620
AttentiON: MR. DOUG WORKMAN
Project: PHASE I EXPANSION & RENOVATION
VAIL VALLEY MEDICAL CENTER, VAIL' COLORADO
Location: 3RD FLOOR SLAB ON DECKWEST HALF
Dale: March 8, 2002
Report lD: C4730 - GS - 3471
Suppfier: LAFARGE
c231, c138, C1064)
Density TemPerature
141.2 pcf. 52 deg. F
Gompressive Strengths (ASTM c39)
Diameter Area
(inches) (sq. inches)
Gompressive Percent
Strength (psi) of fc
Type of
Fracture
CTUThompson, {Fc. nDf"/ {-lx.,r-r",,-q\
Dan Downing
cc: LAFARGE
VAIL VALLEY MEDICAL CENTER
HLM DESIGN,INC.
BIERBACH CONSULTING
ENG'NEERS
S2M CONSTRUCTION
WESTERN SK'ES,
'NC.
CTL/TI-{OMPSON, INU.
CONSULTING ENGINEERS
GLENWOOD SpRtNGS, COLORADO 81601 r (970) 94s-28os
Gast Date: 02/07/2002
Specimens Made BY: SL
Ticket:, 12004577
Truck Number: 9966
Batch Time: 8;36
Test Time: 9;30
Concrete Mix:
4081
Slump
I in. ,/
Specifled Strength (f c)
4000 psi @ 28 daYs
Specimen
Number
Physical Properties
Age in
.Days
of Concrete (ASTM c143'
Air Content
6.0 %
Load
(lbs.)
1 7 4.00 12.57 65,000 5170
Average:5170 129
2 28 4.00 12.57 80,000 6370 u
3 28 4.00 12.57 84,000 6680 o
Average:6520 163
234 CENTER DF]IVE I
THE BECK GROUP
P.O. BOX 8529
AVON CO 81620
Attention: MR. DOUG WORKMAN
Project: PHASE I D4rPANSION & RENOVATION
VAIL VALLEY MEDICAL CENTER, VAIL, COLOP'ADO
Location: sRD FLOOR SLAE ON DECKWEST HALF
Dale: February 14,2002
Report lD: C4730 - GS - 3471
Supplier: LAFARGE
Cast Date: 02/07/2002
Specimens Made By: SL
Ticket:. 120045T1
Truck Number: 9966
Batch Time: 8.'36
Test Time: 9;30
Concrete Mix:
4081
Specified Strength (f c)
4000 psi @ 28 days
Physical Propefties of Concrete (ASTM
Air Content
6.0 %
Q143, C231, C138, C1064)
Density
141 .2 pcf.
Slump ,/
7in. /
Temperatu16
52 deg. F
a Specimen
N umber
CTUThompson, lnc.
Gompressive Strengths
Diameter Area Load
(inches) (sq. inches) (lbs.)
(ASTM C3e)
Compressive Percent
Strength (psi) of f'c
Age in
Days
Type of
Fracture
o' h*','&-t",.R
Dan Downing
cc: LAFARGE
VAIL VALLEY M ED I CA L C ENT ER
HLM DESIGN,INC.
BIERBACH CONSULT'NG
EIVG,,VEERS
S2M CONSTRUCTION
wEsrERrvsKrEs, r /c.
5Io-<--4o.v
0n,l
V (l -'v'"'
A /^lyu
CTL/THOMPSON. INC.
CONSULTING ENGINEERS
GLENWOOD SPR|NGS, COLORAOO 81601 | (970) 945-2809
1 7 4.00 12.57 65,000 5170 v/
Average:5170 129
234 CENTER DRIVE T
THEBECKGROUP
P.O. BOX 8529
AVON CO 81620
Attention: MR. DOUG WORKMAN
Project: PHASE I EJ(f,AMSTON & RENOVATION
VAIL VALLEY MEDICAL CENTER, VAIL' COLORADO
Location: 3RD FLOOR SLAA ON DECKWEST HALF
Datei March 8, 2002
Report fD: C4731 - GS - 3471
Supplier: LAFARGE
Cast Date: 02/07/2002
Specimens Made BY: SL
Ticket: 12004580
Truck Number: 9835
Batch Time: 9:17
Test Time: f 0:40
Concrete Mix:
4081
plrysical Properties of Goncrete (ASTM c143, c231, c138, c1064)
Speciffed Strength (f c)
4000 psi @ 28 days
Slump ,/
5.5 in. ,/
Gompressive Strengths (ASTM c3s)
Specimen
Number
Age in
Days
Diameter Area
(inches) (sq. inches)
Compressive Percent
Strength (Psi) of fcLoad
(lbs.)
Type of
Fracture
I 7 4.00 12.57 69,000 5490
Average:5490 137
2 28 4.00 1 12.57 85,000 9760 L
3 28 4.00 12.57 | 86,000 6840 (
Average:6800 170
Dan Downing
cc: LAFARGE
VAIL VALLEY MEDI CAL CE'ITER
HLM DESIGN,INC.
BIERBACH CONSULIT'VG
ENG'NEERS
SzM CONSTRUCTION
WESIERNSK'ES,
'NC.
CTL/THOMPSON, INC.
CONSULTING ENGINEERS
cLENWOOD SPR|NGS, COLORADO 81601 r (97O) 945-2809234 CENTER DRIVE T
THE BECK GROUP
P.O. BOX 8529
AVON CO 81620
Attention: MR. DOUG WORKMAN
Project: PHASE I EXPANSTO/V & RENOVATION
VAIL VALLEY MEDICAL CENTER, VAIL, COLORADO
Location: iRD FLOOR SL.AB ON DECK WEST HALF
Date: February 14,2002
Report fD: C4731 - GS - 3471
Suppfier: LAFARGE
Cast Date: 02/07/2002
Specimens Made By: SL
Ticket:. 12004580
Truck Number: 9835
Batch Time: 9;17
TestTime:70:40
Concrete Mix:
4081
Physical Properties of Concrete (ASTM c143, c231, c138' c1064)
Specified Strength (f c)
4000 psi @28 days
Slump
S.S in. r./
Air Content
5.5%
Density
142.0 pcf.
Temperature
46 deg. F
Gompressive Strengths (AsrM c39)
Specimen
Number
Age in
Days
Diameter Area
(inches) (sq. inches)
Load
(lbs.)
Compressive Percent
Strength (psi) of fc
{-o.v.
I
"ly -l "rvw.W
J4"
Type of
Fracture
CTUThompson, Inc.
uy, N = \==='.=-Sarf,tff-'hs .r
cc: LAFARGE
VAIL VALLEY MEDICAL CENTER
HLM DES'GN, INC.
BIERBACH CONSULI,,VG
EN'G'NEERS
SzM CONSTRUCTION
WESTERN SKTES, rNC.
.-l71'{€--
GTL/TI{OMPSON. INC-
CONSULTING ENGINEERS
GLENWOOO SPR|NGS, COLORADO 81601 r (970) 945-2809
I 7 4.00 1 12.57 69,000 5490
Average:5490 137
234 CENTEFI DFIIVE r
THE BECK GROUP
P.O. BOX 8529
AVON CO 81620
Attention: MR. DOUG WORKMAN
Project: PHASE I UPAMSTOw & RENOVATION
VAIL VALLEY MEDICAL CENTER, VAIL, COLORADO
Location: 3RD FLOOR SLAB ON DECK4EASTHALF
Oale: March 8,2002
Report lD: C4728. GS - 3471
Suppfier: LAFARGE
Cast Date: 02/06/2002
Specimens Made By: SL
Ticket: 12004553
Truck Numbet 9826
Batch Time: 6:57
Test Time: 9;10
Concrete Mix:
4081
Physical Properties of Concrete (ASTM C143, c231, C138, C1064)
Specified Strength (f c)
4000 psi @ 28 days
Slump ,/
7 in. ,/
Air Content
5.6%
Density
141.4 pcf.
Temperature
56 deg. F
Gompressive Strengths (ASTM c3s)
Specimen
Number
CTUThompson, lnc.
by:
Diameter Area
(inches) (sq. inches)
Gompressive Percent
Strength (psi) of fcAge in
Days
Load
(lbs.)
Type of
Fracture
cc: LAFARGE
VAIL VALLEY MEDICAL CENTER
HLM DESIGN, INC,
BIERBACH CONSULT'NG
ENG'NEERS
s2M CONSTRUCTTON
WESTERN SK'ES,
'NC.
CTI-/THOMPSON, lNC,
CONSULTING ENGINEERS
GLENWOOD SpR|NGS, COLORADO 81601 I (970) 945-2809
12.57 t, 67,000
234 CENTER DRIVE T
THE BECK GROUP
P.O. BOX 8529
AVON CO 81620
Attention: MR. DOUG WORKMAN
Project: PHASE I EXPATVSTON & RENOVATION
VAIL VALLEY MEDICAL CENTER, VAIL, COLORADO
Location: 3RD FLOOR SLAB ON DECKlEAST HALF
Date: February 14,2002
Report lD: C4728 - GS - i471
Supplier: LAFARGE
Cast Date: 02/06/2002
Specimens Made By: SL
licket: 12004553
Truck Number: 9826
Batch Time: 6157
Test Time: 9:70
Concrete Mix:
4081
Physical Properties of Concrete (ASTM c143, c231' c138' c1064)
Specified Strength (fc)
4000 psi @ 28 days
SlumD
I in. ,-/
Air Content
5.6 %
Density
141.4 pcf.
Temperature
56 deg. F
Specimen
N umber
Age in
Days
Gompressive Strengths (ASTM c39)
Diameter Area
(inches) (sq. inches)
Compressive Percent
Strength (psi) of f'c
Load
(lbs.)
Type of
Fracture
t 7 4.00 12.57 54,000 4300 v
Average:4300 108
CTUThompson, lnc.
*, DPt "D"^'^''"'<
Dan Downing
cc: LAFARGE
VAIL VALLEY MEDICAL CENTER
HLM DESIGN, INC.
BIERBACH CONSULI'NG
ENG'NEERS
S2M CONSTRUCTION
WESTERN SK'ES,
'NC.aF-oc
{o,t/.
M*
CTL/THOMPSON. INC,
CONSULTING ENGINEERS
GLENWOOD SPR|NGS, COLORADO 815O1 r (970) 945-2809234 CENTER DRTVE T
THEBECKGROUP
P.O. BOX 8529
AVON CO 81620
AttentioN: MR. DOUG WORKMAN
Project: PHASE I EXPAMS/ON & RENOVATION
VAIL VALLEY MEDICAL CENTER, VAIL, COLORADO
Location: iRD FLOOR SLAB Ow DECK/EAST HALF
Date: March 8,2002
Report lD: C4729 - GS - 3471
Supptier: LAFARGE
Cast Date: 02/06/2002
Specimens Made By: SL
licket: 12004561
Truck Number: 46
Batch Time: 8:57
TestTime:11:00
Goncrete Mix:
4081
Physical Properties of Goncrete (ASTM c1€, c231, c138' c1064)
Specified Strength (f c)
4000 psi @ 28 days
Temperatura
53 deg. F
Gompressive Strengths (ASTM c39)
Specimen
N umber
Age in
Days
Diameter Area
(inches) (sq. inches)
Gompressive Percent
Strength (psi) of fcLoad
(lbs.)
Type of
Fracture
1 7 4.00 12.57 49,500 3940
Average:3940 99
2 28 4.00 12.57 58,000 4620 r
3 28 4.00 12.57 61,500 4890 ../
Average:4760 119
CTUThompson, Inc.cc: LAFARGE
VA I L VALLEY M ED I CA L CETVIER
HLM DESIGN,INC.
B'ERBACH CONSULI'NG
ENG'NEERS
S2M CO|'/SIRUCTION
WESTERN SK'ES,INC.
CTL/TI-{OMPSON, INC.
CONSULTING ENGINEERS
GLENWOOO SpF|NGS, COLORADO 81601 r (970) 945-2809
by:
234 CENTER DRIVE T
THE BECKGROUP
P.O. BOX 8529
AVON CO 81620
Attention: MR. DOUG WORKMAN
Project: PHASE I EXPANSTOw & RENOVATION
VAIL VALLEY MEDICAL CENTER, VAIL, COLORADO
Location: 3RD FLOOR SLAB ON DECKlEAST HALF
Date: February 14, 2002
Reoort lD: C4729 - GS - 3471
Supplier: LAFARGE
Cast Date: 02/06/2002
Specimens Made By: SL
Tickel:. 12004561
Truck Number: 46
Batch Time: 8;57
Test Time: 11;00
Concrete Mix:
4081
Physical
Specified Strength (f c)
4000 psi @ 28 days
of Concrete (ASTM C143, C231, C138, C1064)
Air Content Density
5.3 %141.8 pcf.
Propedies
Slump
a in. u/'
Temperature
53 deg. F
Gompressive Strengths (ASTM c39)
Specimen
Number
CTUThompson, Inc.
Diameter ,Area
(inches) (sq. inches)
Compressive Percent
Strength (psi) of fcAge in
Days
Load
(lbs.)
Type of
Fracture
bf-
cc: LAFARGE
VAIL VALLEY MEDICAL CENIER
HLM DESIGN, INC.
B'ERBACH CONSULT'NG
EIVG'NEERS
SzM CONSTRUCTION
WESTERNSK'ES, /NC.a^-
-r o.v-
CTL/TI-IOMPSON. INC.
Dan Downing
I
I
j
CONSULTING ENGINEERS
GLENWOOD SPRTNGS, COLORAOO 81601 r (970) 945-2809
1 7 4.00 12.57 | 49,500 3940 V
Average:3940 99
234 CENTEF DRIVE T
January 30,2002
The Beck Group
P.O. Box 8529
Avon, GO 81620
Mr. Doug Workman
Compressive Strength of Masonry
Phase I Expansion & Renovation
Vail Valley Medical Center
Vail, Colorado
Job No. GS-3471
Gentlemen:
As requested we have performed compressive strength testing for the
masonry construction at the subject site. The samples tested were grouted block
prisms constructed by the masonry contractor.
7 The compressive strengrth at 28 days was within the project specifications.
,/ Test results are presented on the attached Table No. 1.
We appreciate the opportunity to work with you on this project. Please call
if you have any questions.
Very truly yours,
Dan Downing
Laboratory/Field Manager
DD:db
(6 copies sent)
CTL/THOMPSON, INC.
CONSULTING ENGINEERS
234CENTER DRTVE r GLENWOOD SPRTNGS, COLORAOO 81601 r (97O) 945-2809
Attention:
Subject:
CTUTHOMPSON, lNC.
}\|:\l)7ll "L -.btn'^r,taq
,O
o
Table 1
^
-
THE BECK GROUP
PHASE I D$ANSION & RENOVATION
VAIL VALLEY MEDICAL CENTER
JOB NO. G5*?471
3220 4
33g0",g160r'
'o
o January 22, ZOO?
The Beck Group
P.O. Box 8529
Avon, CO 91620
Attention: Mr. Doug Workman
Subject: Compressive Strength of Masonryphase I Expansion I nenovationVail Valley Medical Center
Vail, Colorado
Job No. cS-3421
Gentlemen:
As requestel-r-: .r"u" performed c-ompressive strength testing for themasonry construction at the subje;i;;i;. Ihg ":;;;r;" ,;l;r;"r" 2 inch mortar::ff :fil:" rrom job site ;*"J g'd
"
; J urocr piisliJ;;;"ilJ". by the mason ry
./
/ The compressive strength at 2g days_was within the project specifications forIortar'
grout and brock prismJ. i;r-;;; are presented on fhe attached rabre No.
'r
r"" nlfffiil::",,tj""":tportunitv to work with vou cin this project. ptease catl
Very truly yours,
CTL/THOMPSON, INC.
Dr*, &*^,,-ig
Dan Downing, Field Manager
DD:cd
(6 copies sent)Kfu
h/,r
CTL/THOMPSON, INC.
2 34 cENrE R D R,vE r c L EN wooD
" ".,,uS"?S:yJ^Ili 8", ?glir:r:*;
o
Table 1
28 DAYS 74360 /
4230 ./
4360 t/
28 DAYS
2830 ,/
2690 /
2610 ,/
j
I
I
THE BECK GROUP
PHASE I EXPANSION & RENOVATION
VAIL VALLEY MEDICAL CENTER
JOB NO. GS-3471
28 DAYS
.t
o January 22,2002
The Beck Group
P.O. Box 8529
Avon, CO g1620
Aftention Mr. Doug Workman
Subject: Gompressive Strength of Groutphase I Expansion E n"nou"iLn
Vail Valley Medical Centei --'
Vail, Colorado
Job No. cS-3471
Gentlemen:
This letter presents resurts of raboratorytesting performed on grout used formicro piles. The groutwas fietd mixed ov ioligin"
"nd
Sons. samples were obtainedprior to pumping operations. ft," "ompielIivl strength was aeteimined at an age ofz and 28 davs. The 28 day strength i"r"i[-#
"o"ve trrt-splcinlll't'r#9tn or s000 psi.
,n," ,"I",ill,lXlt are presented on Table No. 1. lf vou have any questions resardins
Very truly yours,
CTL/THOMPSON, INC.
h.r\.UfrJ {-irr-T.'r'r,'z,s<
Dan Downino
Lab oratory/Fr:e ld M ana g er
DD:db
(5 copies sent)
CTL/THOMPSON, INC.
234cENrERDRrvE.GLENWooD""*,"3"?g:o'":IJ::",: |.8,#r.=F_*:
ry
1
i
t,.-_
I
T
i
-.v
TABLE 1
o
o
THE BECK GROUF
lifr"iril^H"tH,,ERENovA'oN
3,340 6,7701
7,330 -
6,150
6,000
7.500
11,ooo /.
to,50o /I vrrrvv ,/
'to.soo /
E
Date; February 27,2002
Report lD: C4719 - GS - 3471
Supplier: LAFARGE
cc: LAFARGE
VAIL VALLEY MEDICAL CENTER
HLM DESIGN, INC.
BIERBACH COTVSUIr,NG
EA'G/TVEERS
S2M CONSTRUCTION
WESTERN SK'ES,
'/VC.
THE BECK GROUP
.P.O. BOX 8529
AVON CO 81620
Attention: MR. DOUG WORKMAN
Project: PHASE I DeAlVSrOfV & RENOVATTON
UAIL VALLEY MEDICAL CENTER, VAIL, COLORADO
Location: FOOTER AT AE AND 1E TO gE AND gE
Cast Date: 01/29/2002
Specimens Made By: SL
licket:, 12004530
Truck Number: /40
Batch Time: 8;25
Test Time: 9..50
Concrete Mix:
4081
Physical Properties of Goncrete (ASTM C1 43, C231 , C138, Cl 064)
Specifled Strength (f c)
4000 psi @ 28 days
Slump ,/
4.5 in. /
Compressive Strengths (AsTM c39)
o "ffi[?'Diameter
(inches)
Area
(sq. inches)
Percent
of fc
Type of
Fracture
Load Compressive(lbs.) Strength (psi)
1 7 4.00 12.57 46,000 3660
Average:3664 92
2 28 4.00 12.s7 61,500 4890
3 28 4.00 12.57 63,000 5010
Average:4950 124
CTLffhomp
Dan Downing
CTL/THOMPSON, INC.
CONSULTING ENGINEERS
GLENWOOD SpF|NGS, COLORADO 81501 r (97O) 945-2809234 CENTER DRIVE T
a
THE BECK GROTJP
P.O. BOX 8529
AVON CO 81620
Attention: MR. DOUG WORKMAN
Date: February 6,2002
Report lD: C4719 - GS - 3471
Suppfier: LAFARGE
Project: PHASE t EXpAlVStOw & RENOUATION
VAIL VALLEY MEDICAL CENTER, VA.IL, COLORADOLocation: FOOTER AT AE AND 1E TO BE AND gE
I Srecimen
N Umber
Compressive Strengths
Diameter Area Load(inches) (sq. inches) (tbs.)
(ASTM C3s)
Compressive
Strength (psi)
Age in
Days Percent
of f'c
Type of
Fracture
CTUThompson, lnc."' '?ff=**'=
cc: AFARGE
VAIL VALLEY MEDICAL CENTER
HLM DESIGN, INC,
BIERBACH CO,VSULI,'VG
ENG,,VEERS
SzM CO'VSTRUCTION
I,yESTERVSKTES, //vc.
CTL/THOMPSON, INC.
CONSULTING ENGINEERSGLENWo.D spRrNGS, coLoRADo B.r601 r t-ol rli.,"o"
i
i
I
Cast Date: 0l/29/2OU
Specimens Made By: SL
Ticket: 12004530
Truck Number: 140
Batch Time: 8:25
Test Time: 9..dO
Concrete Mix
4081
Physical
Specified Strength (f c)
aO00 psi @ 28 days
Properties of Goncrete (AsrM cl43rcE1, c1d, cE6q
l':To ./ Air contenr Density
4.5 in. ,,/ 6.0 % 139.8 pcf.
I 7 4.00:1Z.SZ1rc,ooo ',.3660 lv,'
Average:3660 92
234 CENTEF DRIVE T
t
THE BECK GROUP
P.O. BOX 8529
AVON CO 81620
Attention: MR. DOUG WORKMAN
Date: February 22,2OO2
Report lD: C4718 - GS - 3471
Project: PHASE I D(PAJVSTON & RENOVATION Suppfier: LAFARGE
VAIL VALLEY MEDICAL CENTER, VAIL, COLORADO
Location: TNTERIOR SLAB ON GRADE ALONG SOUTH S/DE OF E)flSTING BUILDING'
Cast Date: 01/25/2002
Specimens Made By: SL
Ticket; 12004502
Truck Number: 77
Batch Time: 7.'tt
Test Time: 8.'45
Concrete Mix:
4081
Physical Properties of Concrete (ASTM c143, c231, c138, c1064)
SpEcified Strength (f c)
4000 psi @ 28 days
Slump
4.25 in.
Air Content
4.0%
Density
143.4 pcf.
Temperaturg
52 deg. F
Gompressive Strengths (ASTM c39)
Specimen
Number
Diameter Area
(inches) (sq. inches)
Compressive Percent
Strength (psi) of fc
Load
(lbs.)
Type of
Fracture
CTLiThompson, Inq* nL-)f,"/ {-}>t..,u.a;i,
Dan Downing
cc: LAFARGE
VAIL VALLEY MEDICAL CENTER
HLM DESIGN,INC.
BIERBACH CONSULT''VG
ENG'NEERS
SzM COA/SIRUCTION
WESTERA'SK'ES,
'NC.
l/ ,tu
CTL/THOMPSON, INC.
CONSULTING ENGINEERS
GLENWOOD SpR|NGS, COLOFADO 81601 r (97O) 94s-28O9234 CENTER ORIVE T
THE BECKGROUP
P.O. BOX 8529
AVON CO 81620
Attention: MR. DOU? WORKMAN
Project: PHASE t E)(€.AwSTON & RENOUATION
VAIL VALLEY MEDICAL CENTER, VAIL, COLORADO
Date: February 6, 2OO2
Report tD: C471e - GS _ 3471
Supptier: LAFARGE
LOCAt'ON: I/VIER/OR SI.AA O'V GRADE ALONG SOUTH SIDE OF EXISTING BUILDING.
physical
Specified Strength (fc)
4000 psi @ 2A days
ofGoncrete (AsTlu c143, c231, C15t;c1064)
Air Content Density
Properties
Slump
4.25 in. "/4.0 % 1/B.4 pcf.
Gompressive Strengths (ASTM c39)
Temperature
52 deg. F
o Specimen
Number
CTUThompson, lnc.
Diameter Area(inches) (sq. inches)
Gompressive
Strength (psi)
Age in
Days Load
(lbs.)Percent
of f'c
Type of
Fracture
by:
cc: LAFARGE
VAIL VALLEY MEDICAL CENTER
HLM DESIGN,INC.
BIERBACH COA'SULr,A/G
ENG'NEERS
szM COIVSTRUCTION
lyEsrERrv SK/ES, /NC.
.\ /
x/,t
CTL/THOMPSON, INC.
- CONSULTING ENGINEERSGLENwooo spRrNGS, coLoRADo 81601 r r-ol noi-aron
f ---
I
Cast Date: 01/25/2002
Specimens Made By: SL Truck Number: Z7
BatchTimei 7:11 ;--cd;A;Mi,c
Test Time: 8.'45 i nOrt
1 7 4.oo I t z.si 57,OOO I 4540
Average: | 4S4O 114
o
234 CENTER DRIVE T
ta
THE BECK GROUP
P.O. BOX 8529
AVON CO 81620
Attention: MR. DOUG WORKMAN
Project: PHASE I E-)IIPANSTON & RENOVATION
VAIL VALLEY MEDICAL CENTER, VAIL, COLOR.ADO
Location: SL,AB ON GRADE COURTYARD
t'
Date: February 18,2002
Report lD: C4717 - cS - 3471
Supplier: L,AFARGE
Cast Date: U/142002
Specimens Made By: SL
ficket:. 12004479
Truck Numben 9826
Batch Time: 7:3/
Test Time: 9:00
Concrete Mix:
4081
Physical
Specified Strength (f c)
4000 psi @ 28 days
Properties of Concrete (ASTM C143, C231, C138, C1064)
Slump
a.5 in- ,'/Air Content
4.0 %
Density
143.2 pcf.
Temperature
55 deg. F
Compressive Strengths (ASTM c39)
Specimen
N u mber
Age in
Days
Diameter Area(inches) (sq. inches)
Compressive Percent
Strength (psi) of f c
Load
(lbs.)
Type of
Fracture
CTUThompqoq, Inc. f\J4r/ {_-bvun',,aq
hv. \
Dan Downing
cc: L,A,FA,RGE
VAIL VALLEY MEDICAL CENTER
HLM DESIGN, INC,
BIERBACH CONSULT'NG
EVG'NEERS
S2M CONSTRUCTION
LYESTERN SK'ES, /NC.
ef<^r<-
<-.n l/
| 'r'lrY'
CONSULTING ENGINEERS
GLENWOOD SPR|NGS, COLORAOO 81601 I (97O) 945-2809
CTL/THOMPSON. INC.
I
I
I 4.00 12.57 56,000 4460
Average:4460 112
2 28 4.00 12.57 70,000 5570 ./
a 28 4.00 | 12.57 69,500 5530 v
Average:c0cu 139
234 CENTEFI DRIVE .
THE BECKGROUP
P.O. BOX 8529
AVON CO 81620
Attention: MR. DOIJg WORKMAN
Date: January 29, 2OO2
Report ID: C4717 - GS - 5471
Supplier: LAFARGE
Project: PHASE I AeAwSTOil & RENOVAT,ION
VAIL VALLEY MEDICAL CENTER, VAIL, COLORADO
Location: SLAB Ow GRA DE COURWARD
l'O Specimen
Number
Gompressive Strengths
Diameter Area Load(inches) (sq. inches) (tbs.)
Age in
Days
(ASTM C39)
Compressive
Strength (psi)
Percent
of fc
Type of
Fracture
CTUThompson, Inc.
by:
cc: LAFARGE
VAIL VALLEY MEDICAL CENTER
HLM DESIGN,INC.
BIERBACH CONSULTING
ENG''VEERS
s2'y corvsrRucTtoN
WESTERN SK'ES,
'TVC.
CTL/THOMPSON, INC.
CONSULTTNG ENGINEERSGLENWo.D spRrNGs, coLoRADo e1so1 r rszol sa5-raj"
/(.y
).[
I
!
{
Cast Date: 0l/18/2OOt-
Specimens Made By: SL
Ticket:. 12004479
Truck Number: 9826
Batch Time: Z.'31
Test Time: 9..00
Goncrete Mix:
4081
Physical Properties of Concrete (ASTM c143, cz1ac13d-T064)Specifled Stren$h (f c)
4000 psi @ 28 days
| 4.O0 t 12.57 ./56,000 4460
Average:4460 112
Dan Downing
234 CENTER DRIVE T
7
o
THE BECK GROUP
P.O. BOX 8529
AVON CO 81620
Attention: MR. DOUG WORKMAN
Date: February 6, 2OO2
Report tD: C4690 - GS - 9471
Supplier: LAFARGE
Project: 9HASE I EX1AIVS/O,V E RENOVATTON
VAIL VALLEY MEDICAL CENTER, VAIL, COLORADOLocation: D.i, C.1 ?ILASTER
Compressive Strengths (ASTM C39)o Specimen
N umber
Age in
Days Percent
of fc Type of
Fracture
Diameter ,Area(inches) (sg. inches)
Compressive
Strength (psi)
Load
(lbs.)
CTUThompson, lrtrq.
,r. rlF*' &0,.{-,-.R
o"n-*ning- -
cc: LAFARGE
VAIL VALLEY MEDICAL CENTER
HLM DES'GN, INC.
BIERBACH CO,VSUTr/NG
EJVG/'VEERS
SzM CONSTRUCTION
!yESrERVSKrEs, /rvc.
ry'
CTL/THOMPSON, INC.
. CONSULTING ENGINEERScLENwooD spR'NGS, coLoRAoo 8.16oi r rgzol g]ize*
Cast Date: 01/03/2002
Specimens Made By: WR
Ticket: 12004393
Truck Number: Z9
Batch Time: 7.'S0
Test Time: 4..09
Concrete Mix:
. 4081
physical propert
rryrhlfl:rlsl ;;::,. "/
aircontent Densitv rempe'ture2.6 % t&.6 pcf. S9.deg. F
r iz@ 47,500 3780
Average:3780 95228 | n.oo 12.57 71,000 5650328 i 4.OO 12.57 69,000 5490
Average:5570 139
234 CENTER DRIVE T
THE BECKGROIJP
P.O. BOX 852s
AVON CO 81620
Attention: MR. DOUG WORKMAN
Specimen
Number
CTUThompson, Inc.
Project: PHASE I EX9ATVSTOTV & RENOUATION
UA,IL UALLEY MEDICAL CENTER, UA!L,' COLORADOLocation: D.l, C.l ?ILASTER
Date: January 11, 2002
Report tD: C4690 - GS - 3471
Supplier: LAFAR3E
Gompressive Strengths (AsTM c39)o Age in
Days
Diameter Area(inches) (sq. inches)Compressive
Strength (psi)
Load
(lbs.)Percent
of f'c
Type of
Fracture
cc: LA,FARGE
VA I L UA LLEY M E D I CA L CE'VTER
HLM DESIGN,INC.
BIERBACH CONSIJLTING
E'VG"VEERS
SzM COA'SIR UCTION
yyEsrERMKrEs, /rvc.
4
,lll'
L--
:CTL/THOMPSON, tNC.
c LE N woo D
" "
*,,', S"?$:H:IJ: :",:lu3:i"=ff":
Cast Date: llnilr\Or-
Specimens MadeBy: WR
Tickett tZOO43gJ
Truck Number: 79
Batch Time: I..50
Test Time: 4..09
Concrele Mix
4081physicat
Specified Strength (fc)
4000 psi @ 28 days
Properties of
_tlT_o ,/ Air content Density3.75 in. J 2.6% -;;;
1 7 I 4.oo 12.57 47,500 3780
Av€rage:3780 95
Dan Downing
o
234 CENTER DFIIVE I
o
THE BECK GROIJP
P.O. BOX 8529
AVON CO 81620
Attention: MR. DOUG WORKMAN
Project: PHASE t EX4AIVSTON & RENOVATION
VAIL V,ALLEY MEDICAL CENTER, VAIL, COLORADO
Location: D.l & C.1
Date: January 91,2002
Report fD: C46A8 - GS - 3471
Supplier: LAFARGE
Cast Date: 01/02/2002
Specimens Made By: WR
Ticketi 12004JT6
Truck Number: i40
Batch Time: 77.'36
Test Time: 7:30
Concrete Mix:
4081
Physical Properties of Concrete (ASTM c143, c231, citt, c1064)Specified Strength (f c)
4000 psi @ 2g days
&.,.*,
',-
v
by:
Compressive Strengths (AsrM c3e)
Specimen
Number
Age in
Days
Diameter Area(inches) (sq. inches)
Compressive Percent
Strength (psi) of fc
Load
(lbs.)Type of
Fracture
CTUThompsoqalnc.
hv. q-
cc: LlAFARGE
VAIL VALLEY MEDICAL CENTER
HLM DESIGN,INC.
BIERBACH CONSULTING
EVG'/VEERS
S2M CO'VSTRUCTION
wEsrERN SK/ES,
'/vc.
b
Comments: 2 GA,LLaNS ADDED AFTER
'AMPLE
wAs )BTAINED
CTL/TFIOMPSON, INC.
234 c E N r E R D R I v E r c L E N woo D
" "
*,, 3":S:"'*:IJ: :
".,
=,1u3'"T5ff
":
Ir
I 7 4.00 12.57 65,000 5170
Average:5170 129
2 28 4.00 12.57 76,000 6050 '/3 28 4.00 12.57 78,000 6210
Average:6130 153
Dan Downing
THE BECKGROUP
P.O. BOX 8529
AVON CO 81620
Attention: MR. DOUG WORKMAN
Date: January g,2OO2
Report tD: C4688 - cS - 3471
Supplier: LAFAR9E
Project: PHASE t APATVSTO,V & RENOVATION
VAIL VALLEY MEDICAL CENTER, VAIL, COLORADOLocation: D.1 & C.l
Cast Date: U/OA2OO2
Specimens Made By: WR
Ticket: 12004376
Truck Number: /40
Batch Time: 11:36
Test Time: 7..30
Concrete Mix:
4081
physical
Specified Strength (fc)
4000 psi @ 28 days
Properties of C
-alyt ,/ Air contanr Density
1.75 in. V z.Sy, ;;.
-O
^ffiil;'
Diameter Area(inches) (sq. inches)
CrUrhompso"Up_
Dan Downing
Commenb: 2 GALL'N ADDED AFTER SAMPLEwAs TAKEN
.Age in
Days
Compressive Strengths (ASTM C3s)
Compressive
Strength (psi)
Load
(lbs.)
Percent
of fc Type of
Fracture
cc: LAFARGE
VAI L VALLEY M E DI CA L CE'VTER
HLM DESIGN,INC,
BIERBACH COTVSULT/NG
E'VG'NEERS
SzM CO'VSIRUCTION
WESTERN SK'ES,,IVC-
ttld
IJil'
CTL/THOMPSON, ING.
234cENrEFDRtvErGLENwooo""",^3=?S:H:JH:",1 juB#*=SI":
_,tr;4.00 ltZ.st 65,000 5170
Average:5170 129
o
THE BECKGROUP
P.O. BOX 8529
AVON CO 81620
Attention: MR. DOIJG WORKMAN
Project: PHASE I ilPAwSlOl/ & RENOVATTON
UAIL VALLEY MEDICAL CENTER, VAIL, COLORADO
Location: SLAB-ON-DECK 2ND FLOOR IN FRONT OF ELEVATORS
Date: January 17, ZOO2
Report lD: C4711 - GS - J47t
Supplier: LAFARGE
Cast Date: 12/20/2001
Specimens Made By: SL
Ticket: 12004337
Truck Number: 9824
Batch Time: 12;28
Test Time: 7.'55
Concrete Mix:
4081
Specified Strength (f c)
4000 psi @ 28 days
Physical Prbperties of Concrete (esTM c143, C231, C138, C1064)
Density
141.6 pcf.
'o Specimen
N umber
CTUThompson, lnc.
Compressive Strengths
Diameter Area Load(inches) (sq. inches) (tbs.)
(ASTM C3e)
Compressive
Strength (psi)
Age in
Days Percent
of f'c
Type of
Fracture
by:
cc: LAFARGE
VAIL VALLEY MEDICAL CENTER
HLM DESIGN, INC.
BIERBACH CONSULTING
EA'G'IVEERS
s2M CO^TSTRUCTION
WESTERN SK/ES,
'NC.
DAVE ARCHULETTA W BECKWAS INFORMED OF THIS BEFORE
4/
CTL/THOMPSON, INC.
234 .ENTER oRrvE r cLENwooD
""*,*3"o, S?.'*:IS:"'=|3'#5*.:
Dan Downing
Comments: PUMp TRUCK pRtMED |NTO MIXERTRITCK
PLACEMENT OF CONCRETE
I
I
1 7 4.00 12.57 41,000 3260
Average:3260 82
2 28 4.00 12.57 54,000 4300
3 28 4.00 12.57 53,000 4220
Average:4260 107
o
THE BECK GROIJP
P.O. BOX 8529
AVON CO 81620
Attention: MR. DOUG WORKMAN
Project: PHASE t APA,VS/Oi, & RENOVATION
UAIL VALLEY MEDICAL CENTER, VAIL, COLORADO
Lccation: SLAB-ON-DECK zND FLOOR tN FRONT OF ELEVATORS
Compressive Strengths (ASTM c39)
Date: December 27, 2001
Report fD: C4711 - GS - J47I
Supplier: LAFARGE
o Specimen
Number
Age in
Days Percent
of fc Type of
Fracture
Diameter Area(inches) (sq. inches)
Load Compressive(lbs.) Strength (psi)
by:
CTUThompson, Inc.
Dan Downing
Comments: PUM4 TRUCK 1RIMED INTO MIXERTRUCK.PLACEMENT OF CONCRETE.
Dr^, CI,^"--,ts
cc: LAFARGE
VAIL VALLEY M EDI CAL CENTER
HLM DESIGN, INC.
BIERBACH CONSIJLTING
ENG,,VEERS
sz,v corvslRUCT|ON
I/YESTERNSK'ES, /NC.
DAVE ARCHULETTAWBECKWAS INFORMED OF THIS BEFORE
CTL/THOMPSON, INC-
CONSULTING ENGINEERSGLENWOOD SpRINGS, COLORADO 8160.1 f (970) 945-2809
I
I
I
i
Il-
l
I
o
Cast Date: 12/20/2001 v
Specimens Made By: SL
Ticket: 12004337
Truck Number: 9824
BatchTime: 12:28
Test Time: /..55
Concrete Mix:
4081
Specified Strength (fc)
4000 psi @ 28 days
Physical Pro Goncrete 6srur
Air Content
5.1%
c143, C231, C138, C1064)
Density
141.6 pcf.
perties of
\,/in. \,-/
I 7 4.00 12.57 41,000 3260
Average:3260 82
234 CENTER DRIVE T
THE BECKGROUP
P.O. BOX 8529
AVON CO 81620
Attention: MR. DOUG WORKMAN
CTUThompson,Jnc.
or. L-*F^' *[L^'-'"=
Dan Downing
Datei January 4,2002
Report f D: C4708 - GS - 3471
Supplier: LAFARGEProject: PHASE I EX2AMTOw & RENOVATTON
UAIL VALLEY MEDICAL CENTER, VAIL, COLORADO
Location: RETAINING WALL FR1M 2E wEsr ro gilesrtNc BaJtLDtNc ALoNc 2 LINE INcLUDtNc ptLAsrER ATB-2
Load Compressive Percent
of f'c
Type of
Fracture
Cc: LAFARGE
VAIL VALLEY MEDICAL CENTER
HLM DESIGN,INC.
BIERBACH CO'VSULI/'VG
ENG''VEERS
S2M CONSTRUCTION
WESTERN SKIES,INC.
CTL/THOMPSON, INC.
CONSULTING ENGINEERS
GLENWOOD SPR|NGS, COLORADO 81601 r (970) 945_2809
I
I
t_
I
Cast Date: 12J06/ZOOI
Specimens Made By: SL
Ticket: 12004192
Truck Numberr: 96i3
Batch Time: 77;26
TestTime: 12:40
Concrete Mix:
4081
Physical Properties ofconcrete (ASTM c143, c231, C138, c1064)
Specified Strength (fc)
4000 psi @ 28 days
Slump ./
3.5 in- /
Gompressive Strengths (ASTM c39)
Average:
2 28 4.00 12.57 70,500 5610
3 28 4.00 12.57 66,000 5250
Average:5430 136
o
234 CENTER DR'VE T
THE BECK GROUP
P.O. BOX 8s29
AVON CO 81620
Attention: MR. DOUG WORKMAN
Date: December 13,2001
Repod fD: C4708 - GS - g4T1
Supplier: LAFARGE
Project: PHASE t |-/rpANS/OfV & RENOVATTON
VAIL VALLEY MEDICAL CENTER, VAIL, COLORADO
Location:
f;-E{ewwo
WALL FR1M 2E wEsr ro ExtsnNG B:ILDTNG ALzNG 2 LINE tNcLtJDtNG prLAsrER AT
Specimens Made By:
12/06/2001
SL
Tickel:12004192
Truck Number: 9673
Batch Time: 71;26
TestTime: 12:40
physical
Specified Strength (fc)
4000 psi @28 days
Properties of concrete (AsrM ctt,.t.138rc1064)
Slump ,/ Air Content Density
3.5 in. / 4.6 % 142.4 pcf.
Temperature
59 deg. F
Specimen Age in Diameter Area
Compressive Strengths (ASTM c39)
Load Compressive Percent
of fc Type of
Fracture
CTUThompson, Inc. a\i)q*t {.}2.'"-,'"q,
bv: -).-
Dan Downino
Average: 4060 102
cc: LAFARGE
VAIL VALLEY MEDICAL CENTER
HLM DESIGN,INC.
BIERBACH CONSIJLTING
ENG/,VEERS
s2,tt colvslRUCTtoN
WESTERN SK/ES, /A/C.
CTL/THOMPSON, INC.
CONSULTING ENGINEERS
GLENWOOD SPR|NGS. COLORADOsrSOl r (97O) 945-2809
v
4.oo 12.57 : st,ooo--1-ioao
234 CENTER DRIVE T
o
THE BECK GROUP
P.O. BOX 8529
AVON CO 81620
Attention: MR. DOUG W)RKMAN
Project PHASE I EX4AwSIOw & RENOVATTON
VAIL VALLEY MEDICAL CENTER, VA:IL, COLORADO
Compressive Strengths (ASTM C39)
Date: January 4,2002
Report lD: C47O7 - cS - 3471
Supplier: LAFARGE
o Specimen
Number
Age in
Days
Diameter Area(inches) (sq. inches)
Compressive Percent
Strength (psi) of f'c
Load
(lbs.)
Type of
Fracture
CTLiThompson lnc,
. !)'i,^/
cc: LAFARGE
VAIL UALLEY MEDICAL CENTER
HLM DESIGN, INC,
BIERBACH CONSULTING
ENG'NEERS
S2M CONSTRUCTION
WESTERNSK'ES,
'NC.
/'h/.
' ,,1\tr'
CTL/THOMPSON, INC.
234 c E N r E R D R I v E r c L E Nwo o D
" ".'' 3"?S?"'.:Il1 :.,11t3'#5"5L:
by:
Dan Downing
I
Location: WALL AL1NG 2 LINE FR1M 2E To EAsr oF 6E FoorER AL}NG 2 LINE FR1M 2E To gE
Gast Date: 12/04/2001
Specimens Made By: SL
Ticket: 12004142
Truck Number: 9824
Batch Time: 12.'55
Test Time: /-'50
Concrete Mix:
4081
Physical Properties of Goncrete (asrrut cras,c231, C138, C1064)
Density
139.8 pcf.
Specified Strength (f c)
4000 psi @ 28 days
Slumo
a.5 in. ,/
1 7 4.00 12.57 50,000 3980
Average:3980 100
2 28 4.00 12.57 64,000 5090
/3 28 4.00 12.57 65,000 5170
Average:5130 128
\
R--{:l,r,1.,/.J!'/\R
__.)
o
THE BECK GROIJP
P.O. BOX 852s
AVON CO 81620
Attention: MR. DOUG WORKMAN
Date: December I l, 2001
Report tD: C4707 - GS _ g47l
Project:PHASE t U4A,VS/O,V & RENOVATTON
Y::: ,r::::M_EDtcAL cENrER, vAtL, coLoRADo Suppfier: LAFARGE
i#'#r"oZrr* AL'NG z L,NE FR*M 2E ro sEcast Date:lidiEddl ticXet:tZOOl@
Concrete Mr:iSpecimens Made By: SL Truck Number: 9g24 Test Time: 7.'S0 4081physical
Specified Strength (fc)
!!0 nsi @ 28 days
Specirnen
Number
Temperature
62 deg. F
o Age in
Days
Diameter
(inches)
4.00
Area
(sq. inches)Percent
of fc Type of
Fracture
Compressive Strengths (ASTM C3s)
Compressive
Strength (psi)
Load
(lbs.)
12.57 50,000
Average:
CTuThompsorklnc. n\
av, L4*j {-}n'sa".'a\
Dan Downing
cc: LAFARGE
VAIL VALLEY MEDICAL CENTER
HLM DESIGN, INC.
BIERBACH CONSULTING
EiVGI'VEERS
sz,lt colvsrRUCTtoN
WESTERN SK/ES, /iVC.
I
t,,,-.
CTL/THOMPSON, INC.coNslJl.TtNG ENGtNEERscLENWooD s.,R'NGS, coLoRADo groo.,-i i}rr "Ir_T",
234 CENTEFI DRIVE r
o
THE BECK GROUP
P.O. BOX 8s29
AVoN co 81620
Attention: MR. DOUG WORKMAN
Project: PHASE I AeAlVSrOil & RENOVATTON
VAIL VALLEY MEDICAL CENTER, VAIL, COLORADO
Location: FOOTER AT B-ARETA]/NING WALL ALONG 2 LINE
Date: January 29,2002
Report fD: C4706, GS - 3471
Supplier: LAFARGE
Cast Date: 1t/28/2001
Specimens Made By: SL
ficket: 12004045
Truck Number: 45
Batch Time: /2;79
Test Time: 7;30
Concrete Mix:
4081
phys
Specified Strength (fc)
4000 psi @ 28 days
of Concrete (ASTM C143, C231, C138, CroM)
Compressive Strengths (ASTM C3e)
1 7 4.00 12.57 30,000 2390
Average:n9a 60
Type of
Fracture
cc: LAFARGE
VAILVALLEY MEDICAL
HLM DESIGN,INC.
BIERBACH COTVSULI/NG
EA'G'A'EERS
S2M CONSTRUCTION
WESTERN SK'ES, /NC.
commenb: THE O1N9RETE,DRIUER INF1RMED us \HAT THE REAso/v FoR THE I IN sLUMp wAs IHAT THE puMpoPERAToR PNMED INro rHE MIXER raucxEeroiE puu{nd.'iitd'toli tilii pucED rN rHE BorroM oF FoorER8.2 NoTE: oNE CYL\NDERWTLL BE resio ei i6'-oevs.
)f-y
CENTER
CTL/THOMPSON, INC.
234cENrEFDRrvErGLENW.oD""",^3"?S:"'.t^IJ::",=,1t3'J5ff
":
Specimen
Number
Age in
Days
Diameter Area(inches) (sq. inches)
Compressive Percent
Strength (psi) of f,c
Load
(lbs.)
I
2 28 4.00 12.57 42,000 3340
3 28 4.00 12.57 45,500 3620
Average:3480 ..874564.00 12.57 53,500 14260 )
Average:.l2A()107
CTUThompsonJnc.
Iby:- DP* D
Dan Downing
O rr,
"r"*GRoupP.O. BOX 8529
AVON CO 81620
Attention: MR. DOU? WORKMAN
Date: December 26, 2001
Report tD: C4706 - GS - 3471
Suppfier: LAFARGE
; r Physical pro
1/Specified Strength (fc) /K,,^ofConcrete r@
i_4000 psi @ 28 days ,r4
11/28/2001
Specimens Made By: SL Truck Number: 45
6.4 %
12004045 BatchTime: ITli
Test Time: 7:30
Compressive Strengths (ASTM c39)
' V/' Density
137.2 pcf-
Compressive
Strength (psi)
yftemparature
59 deg. F
o'ffiil?'
CTUThompson*.,(rc.
Ior, ' -'W- *D**,5
Dan Downing
WESTERN SK/ES, /iVC.2oy!r:trHE coNcRErE DRtvER TNF,RMED (JS rH.,{,'ri3 i'{;1,'"Y::?!,F^o^tT:!F^eY PyyP wAs rHArrHE puMprN;;; w;.iftE rHrs L'AD wi{ iticEttn.frE ;T,r;i,,o,rr#ou^
CTL/THOMPSON, INC.
CONSULTING ENGINEERScLENWooD spRrNGS, coLoRADo e.,oorl i-ol "r-#r*
Age in
Days
7
Diameter Area(inches) (sq. inches)
4.00 12.57
4.00
30,000 2390
Average:.: .-;::!l)
12.57 : nz,ooo-i
Average:
Load
(lbs.)Percent
of f'c
Type of
Fracture
cc: LAFARGE
VAIL VALLEY MEDICAL CENTER
HLM DESIGN,INC.
BIERBACH CONSULTING
ENG/NEERS
S2M CONSTRIJCTION
r/
'i+,u
l--,-
L
28,-affi
234 CENTER DFIVE I
THE BECK GROUP
P.O. BOX 8529
AVON CO 81620
Attention: MR. DOUG WORKMAN
Project:
Date: December S, 2001
Report fD: C4TO6 - cS _ 3471
Suppfier: LAFARGE
Specimens Made By:
11/28/2001
sI Truck Number: 45
BatchTimei 12:19
Test Time: 7..3O
Specified Strength (fc)
Physical Propertiesof@ c231, C138, C1064)
Density
137.2 pcf.
Temperature
59 deg. F
4000 psi @ 28 days
Specimen
Number
j7
CTLffhompson,
Air Content
6.4 %
Compressive Strengths (ASTM c39)
Age in
Days
Diameter
(inches)
Area
(sq. inches)
Load
(lbs.)
Averagel ;
Compressive Percent
of flc
Type of
Fracture: 4.00
by:
Dan Downing
szM COIVSTRUCTtoN
ZESTERN SK/ES, //vc. ,ry '
COMMENTS: THE CONCRETE"PJ?!:I'\]NFORMED US HAI,T.!-I.REASO// FOR THE 8 IN SLUMP WAS THAT THE PUMPg::RAroR PRTMED tNro rue nxen'ialii'fii6[t rrn,un. tiii 6io'iie's'rrocro N rHE Borroi oF FoorER
j
I
!2.5? topoo
'S-D*--,.';
| -- I
cc: LAFARGE
VAIL VALLEY MEDICAL CENTER
HLM DESIGN,INC.
BIERBACH CONSULTING
ENGII,IEERS
CTL/THOMPSON, INC.
o
234 c E N rE F D Fr I v E r c L ENwoo D
" ".,, S"?S?",.:IJ: :",ijugl|r:ff":
,o
November 23,2001
The Beck Group
P.O. Box 8529
Avon. CO 8'1620
Attention
Subject:
Dan Downing
Laboratory/Field Manager
DD:cd
(5 copies sent)
Mr. Doug Workman
Compressive Strength of Grout
Phase I Expansion & Renovation
Vail Valley Medical Center
Vail, Colorado
Job No. GS-3471
Gentlemen:
This letter presents results of laboratory testing performed on grout used to
enhance the strength of the soil for foundation support. Compressive strength was
performed on ten (10) sets of cylinders cast by Hayward Baker personnel during jet
grouting operations.
The compressive strength of the grout mixed with the on-site soils ranged from
410 psi to 2,070 psi with an average of 860 psi at an age of 28 days. Test results are
attached.
Compressive strength tests were also performed on 3 cores obtained from below
footings 3E and DE after jet grouting was completed. The cores consisted of on-site
gravels with grout. The compressive strength was determined at approximately 28
days and ranged from 1,400 psi to 2,715 psi with an average of 1,950 psi. Test results
are presented on Table 1.
lf you have any questions regarding this report, please call.
Very truly yours,
GTUTHOMPSON, INC.
/w'
CTL/THOMPSON, INC.
CONSULTING ENGINEERS
GLENWOOD SPR|NGS, COLORADO 81601 r (970) 945-2809234 CENTER DRIVE I
t
TABLE I
,o
lI{E BECK GROUP
PHASE I EXPANSION AND RENOVATION
VAIL VALLEY MEDICAL CENTER
CTUT JOB NO. GS.346I
I- THE BECK GR)UP
P.O. BOX 8s29
AVON CO 81620
Attention: MR. DOUQ WORKMAN
,/
Datei October 22, 2001
Report lD: C2974 - GS - 3471
Supplier:Project: PHASE I EXPANSION & RENOVATTON
VAIL VALLEY MEDICAL CENTER, VAIL, COLORADO
Location: #35
' Gast Date: 09/24/2001
Specimens Made By:
Ticket:
Truck Number:
Batch Time: i Concrete Mix:
Test Time: 7.'30
Physical Properties of Concrete (ASTM c143, c231, c138, c1064)
Slump Air Content Density Temperature
I psi @28 days _ in. % pcf. deg. F
i
Compressive Strengths (ASTM c39)
Specified Strength (f c)
Specimen
Number
GTUThompson,
Diameter Area
(inches) (sq. inches)
Load Compressive
{lbs.) Strength (psi),o Age in
Days
Percent
of fc
Type of
Fracture
oy:
VAIL VALLEY MEDICAL CENTER
HLM DESIGN,INC,
BIERBACH CONSULT'NG
E/VG'TVEERS
s2M CONSTRUCT/ON
THE BECK GROUP
WESTERN SK/ES,
'NC.
Dan Downing
CTL/THOMPSON, INC.
CONSULTING ENGINEERS
GLENWOOD SPRINGS. COLOBADO 8.t601 r (970) 945-2809
28 3.00 , 7.07
,(D
234 CENTER DRIVE T
o
THE BECK GROUP
P.O. BOX 8529
AVON CO 81620
Attention: MR. DOUG WORKMAN
Project: PHASE I EXPAIVSTON & RENOVATION
VAILVALLEY MEDICAL CENTER, VAIL, COLORADO
Locationr #45
Date: October 22, 2001
Report lD: C2975 - GS - 3471
Supplier:
cast Date: 09/24/2001
Specimens Made By:
Specified Strength (fc)
i Ticket:
Truck Number:
Physical Properties of Concrete (ASTM c143,
Batch Time:
Test Time:
Concrete
Temperature
deg. Fi nsi @28 days
Slump
in.
Air Content
%
c23,|, c138, C1064)
Density
pcf.
io Specimen
N umber
Age in
Days
Gompressive Strengths
Diameter Area Load
(inches) (sq. inches) (lbs.)
(ASTM C3e)
Gompressive
Strength (psi)
Percent
of fc
Type of
Fracture
28 : 4.00 1 12.57
28 4.00 12.57 5,800 460
28 4.00 12.57 4,900 390
CTUThompson, Inc.
410
VAIL VALLEY MEDICAL CENTER
HLM DESIGN,INC.
BIERBACH CONSULTING
EIVG'A/EERS
S2M CONSIRUCTION
THE BECK GROUP
WESTERN SK/ES. /NC.
by:Dr **,-'13
Dan Downing
CTL/THOMPSON, INC.
CONSULTING ENGINEERS
GLENWOOD SPFTNGS, COLORADO 8 r 601 r (970) 945-2809
o
234 CENTER DRIVE T
o
THE BECK GROUP
P.O. BOX 8529
AVON CO 81620
Attention: MR. DOUG WORKMAN
Project: PHASE I EXPANSION & RENOVATION
VAIL VALLEY MEDICAL CENTER, VAIL, COLORADO
Location: 436
Date: October 24,2001
Report lD: C2973 - GS - 3471
Supplier:
Cast Date: 09/26/2001 ; Ticket:Batch Time: i Concrete Mix:
Specimens Made By: I fruck Number: I Test Time:. 10:00
Physical
Specitied Strength (f c)
psi @28 days
Properties of Concrete (ASTM c1€, c231, c138, c1064)
Slump
in.
Air Content
%
Density
pcf.
Temperature
deg. F
Compressive Strengths (ASTM c39)
o Specimen
N umbei
CTUThompson, Inc.
Age in
Days
Dan Downing
Diameter Area(inches) (sq. inches)
Load Compressive
(lbs.) Strength (psi)
Average: : 980
Percent
of fc
Type of
Fractu re
VAIL VALLEY MEDICAL CENTER
HLM DESIGN, INC.
BIERBACH CO'VSULr/NG
E,VG/NEERS
S2,tt CO,VSfRUCTION
THE BECK GROUP
WESTERN SK/ES, /NC.
CTL/THOMPSON, INC.
CONSULTING ENGINEERS
GLENWOOD SPRTNGS. COLORADO 81601 I (970) 945-2809
o
234 CENTER DRIVE T
THE BECK GROUP
P.O. BOX 8529
AVON CO 81620
Attention: MR. DOUG WORKMAN
Project: PHASE I EXPANS/ON & RENOVATION
VAIL V,ALLEY MEDICAL CENTER, VAIL, COLORADO
Location: H7
Date: Ocfober 25,2001
Report lD: C2976 - GS - 3471
Supplier:
Cast Date: 09/27n001
Specimens Made By:
Physical Properties of Concrete (ASTM c143,
Ticket:
Truck Number:
Batch Time:
Test Time:
Concrete Mix:
Temperature
deg. F
c231, C'138, C1064)
Density
pcf.
Specifled Strength (fc)
psi @28 days
Slump
in.
Air Content
%
Compressive Strengths (ASTM c39)
S pecimen
N umber
CTL/Thompson, Inc.
Diameter Area
(inches) (sq. inches)
4.00 12.57
12.57
Compressive Percent
Strength (psi) of f'c
Age in
Days
Load
(lbs.)
Type of
Fracture
28 9,300 740
9,800
Average: i 750
VAIL VALLEY MEDICAL CENTER
HLM DESIGN,INC.
BIERBACH COIVSULzffG
E'VG''VEERS
s2M CO^/STRUCT|ON
THE BECK GROUP
WESTERN SK/ES, //VC.
CTL/THOMPSON, INC.
CONSULTING ENGINEERS
GLENWOOD SPFUNGS, COLORAOO 81601 I (97O) 945-2809
730
", .l)-"- Do'--'5
Dan Downing
28 4.00 i 12.57 9.200
:o
234 CENTER DRIVE I
THE BECK GROUP
P.O. BOX 8529
AVON CO 81620
Attention: MR. DOUG WORKMAN
Project: PHASE I EXPANSION & RENOVATION
VAIL VALLEY MEDICAL CENTER, VAIL, COLORADO
Location: #76
Date: October 26,2001
Report lD: C2980 - cS - 3471
Supplier:
Cast Date: 09/29/2001
Specimens Made By:
Ticket: i Batch Time:
Truck Number: I Test Time:
Physical
Specified Strength (f c)
psi @28 days
Properties of Concrete (ASTM c1 43, C231, C1 38, C1 064)
Density
pcf.
Slump
in.
Air Content
o/,/o
Compressive Strengths (AsTM c39)
Temperafure
deg. F
.O tffif"","Age in
Days
Diameter Area(inches) (sq. inches)
Compressive Percent
Strength (psi) of f'c
Load
(lbs.)
Type of
Fracture
1:28t4.00 112.5i 5,000 400
2 28 4.00 12.57 , 5,600 450
J 28 4.00 ) 12.57 7.000 560
CTUThompson,
Dan Downing
by:
VA I L VALLEY M E D I CAL CENTER
HLM DESIGN,INC,
BIERBACH CONSULTING
ENGINEERS
SzM CONS]'RUCTION
THE BECK GROUP
WESTERN SK/ES, /'VC.
CTL/THOMPSON, INC.
CONSULTING ENGINEERS
GLENWOOD SPRTNGS, COLORAOO 81601 I (97O) 945-2809
o
234 CENTER DRIVE t
o
THE BECKGROUP
P.O. BOX 8529
AVON CO 81620
Attention: MR, DOUG WORKMAN
Project: PHASE I EXPANSION & RENOVATION
VAILVALLEY MEDICAL CENTER, VAIL, COLORADO
Location: #27
Date: October 29, 2001
Report fD: C2983 - cS - 3471
Tests
Supplier:
10/01/2001 Batch Time:
Test Time: 72;00
Concrete Mix:
Specimens Made By:
Physical Properties of Concrete (ASTM c143, c231, c138, c1064)
Specified Strength (f c)
psi @28 days
Slump
in.
Air Content Dens ity
pcf.
Tem perature
deg. F
Compressive Strengths (ASTM c39)
Diameter AreaSpecimen
N umber
Age in
Days
Percent
of f'c
Type of
Fracture(inches) (sq. inches)
Load Compressive
(lbs.) Strength (psi)
1 28 4.00 : 12.57 25,000 1990 ;1830
i2390 i
2 28 4.00 12.57 23,000
3 28 4.00 12.57 30,000
CTUThompson, Inc.
o, D/^., 'D"-"^3
Dan Downing
Average:
VAIL VALLEY MEDICAL CENTER
HLM DESIGN, INC,
BIERBACH CONSULTING
EA/G/'VEERS
s2M CO/VSTRUCTION
THE BECK GROUP
WESTERN SK'ES, //VC.
GTL/THOMPSON, INC.
CONSULTING ENGINEERS
GLENWOOD SPRTNGS, COLORAOO 81601 r (970) 945-2809
2070
,O
234 CENTEFI DFIVE T
o
THE BECK GROUP
P.O. BOX 8529
AVON CO 81620
Attention: MR. DOUG WORKMAN
Project: PHASE I EXPANSTON & RENOVATTON
VAIL VALLEY MEDICAL CENTER, VAIL, COLORADO
Location: #47
Date: November 1,2001
Report lD: C2982 - GS - 3471
Supplier:
Specimens Made By:
10/03/2001 Ticket:Batch Time:
Test Time:
Concrete Mix:
Physical
Specified Strength (f c)
psi @ 28 days
of Concrete (ASTM
Air Content
o//o
c143, C231, C138, C1064)
Density
pcf.
Properties
Slump
in.
Temperature
deg. F
Compressive Strengths (ASTM c39)
,O Specimen
Number
Age in
Days
Diameter Area
(inches) (sq. inches)
Compressive Percent
Strength (psi) of f'c
Load
(lbs.)
Type of
Fracture
CTUThompson, Inc.
1\ i:\.oy, J-)1,"s {-bw-""\
Dan Downing ':t'
710
VAIL VALLEY MEDICAL CENTER
HLM DESIGN,INC.
BIERBACH CONSULTING
E/VG''VFFRS
S2M CONSIRUCTION
THE BECK GROUP
WESTERN SK/ES, /NC.
CTL/THOMPSON, INC.
CONSULTING ENGINEERS
GLENWOOD SPBINGS. COLORADO 81601 I (970) 945-2809
o
234 CENTER DRIVE T
o
THE BECK GROUP
P.O. BOX 8529
AVON CO 81620
Altention: MR. DOUG WORKMAN
Project: PHASE I EXPANSION & RENOVATION
VAIL VALLEY M EDICAL CENTER, VAIL, COI:ORADO
Location: *37
"/Oatei October 30,2001
Report lD: C2981 - GS - 3471
Supplier:
Cast Date:
Specimens Made By:
10/02/2001 Ticket:
Truck Number:
Batch Time:
Test Time: 7:00
Concrete Mix:
Physical Properties of Concrete (ASTM C143, C231, C138, C1064)
Specified Strength (fc)
psi @28 days
Slump
in,
Air Content
%
Density
pcf.
Temperature
deg. F
Compressive Strengths (ASTM c39)
o Specimen
N umber
Age in
Days
.!..-..n i,'*'
Diarneter Area
(inches) (sq. inches)
Compressive Percent
Strength (psi) of f'c
Type of
Fracture
Load
(lbs.)
Average:
CTUThompson, tn":,
by::y-3 VAIL VALLEY MEDICAL CENTER
HLM DESIGN, INC.
BIERBACH CONSULI//VG
EAJ6'A/EERS
s2M CONSTRUCTION
THE BECK GROUP
WESTERN SK/ES, /NC.
Dan Downing
CTL/THOMPSON, INC.
CONSULTING ENGINEERS
GLENWOOO SPR|NGS, COLORADO 8t601 I (970) 945-2809
12.57 : 15.000
234 CENTER ORIVE T
THE BECK GROUP
P.O. BOX 8529
AVON CO 81620
Attention: MR. DOUG WORKMAN
Project: PHASE I EXPANSION & RENOVATION
VAIL VALLEY MEDICAL CENTER, VAIL. COLORADO
Location: #6 GROUT
/
Date: Novemb er 6,u2OO1
Report lD: C2996 - GS - 3471
Supplier:
10/09/2001
Specimens Made By:
Physical
Specified Strength (fc)
Ticket:
Truck Number:
Properties of Concrete (ASTM c143,c231, C138, C1064)
Density
pcf.
Temperature
deg. Fi psi@ 28 days
Slump
in.
Air Content
%
Compressive Strengths (ASTM c39)
O speciment. Number
Age in
Days
Diameter Area(inches) (sq. inches)
Compressive Percent
Strength (psi) of f c
Load
(lbs.)
Type of
Fracture
CTL/Thompson, Inc.
"\\ayt L)|,"-l {-)>v'",'a<
Dan Downing
VAIL VALLEY MEDICAL CENIER
HLM DESIGN, INC.
BIERBACH CONSULTING
E/VG/NEERS
SzM CONSTRUCTION
THE BECK GROUP
WESTERN SK/ES, /NC.
CTL/THOMPSON, INC.
CONSULTING ENGINEERS
GLENWOOD SPRINGS, COLORADO 81601 r (970) 945-2809
,O
234 CENTER ORIVE I
,o
THE BECKGROUP
P.O. BOX 8529
AVON CO 81620
.Attention: MR. DOUG WORKMAN
RENOVATION
CENTER, VAIL, COLORADO
Date: November 7,
Report lD: C2995 - GS -
Supplier:
200
347
,1
1
Project: PHASE lB(PANS/ON &
VAIL VALLEY MEDICAL
Location: #1 GROUT
Cast Date:
Specimens Made By:
Ticket:
Truck Number:
Batch Time:
Test Time:
Physical
Specified Strength {f c)
: psi @28 days
Properties of Concrete (ASTM c143, C231, C138, C1064)
DensitY
pcf.
Slump
in.
Air Content
%
Temperature
deg. F
Compressive Strengths (AsrM c39)
,O specimen! Number
Diameter Area(inches) (sq. inches)
Compressive Percent
Strength (psi) offc
Load
(lbs.)
Type of
Fracture
CTUThompson, Inc.
Average:
VAIL VALLEY MEDICAL CENTER
HLM DESIGN, INC,
BIERBACH CONSULr/NG
ENG/NEERS
s2M COwSTRUCTTON
THE BECK GROUP
WESTERN SK/ES, /NC.
CTL/THOMPSON, INC.
CONSULTING ENGINEERS
GLENWOOD SPR|NGS, COLOBAOO 8160r r (97O) 945-2809
by:b;'r-' =D-.,-,'^3
Dan Downing
_o
234 CENTER DRIVE T
o
THE BECK GROUP
P.O. BOX 8529
AVON CO 81620
Attention: MR. DOUG WORKMAN
Date: December12,2001
Report lD: C4705 - cS - 3471
Suppfier: LAFARGE
COLORADO
STEP FOOTER AT 7.D AND 7.C, PILASTER AT 6.D AND WEST
Project:
Location:
PHASE I AGA,VS'O'V & RENOVATION
VAIL VALLEY MEDICAL CENTER,VA,IL,
GRADE BEAM AT 7.F, FOOTER AT 6-F,
SIDE OF 6-D
Gast Date: 11/14/2001
Specimens Made By: SL
Ticket:. 12003739
Truck Number: 9944
BatchTime:11:11
TeslTime:. 12:20
Concrete Mix:
4081
Physical
Specified Strength (l'c)
4000 psi @ 28 days
Properties of Concrete (ASTM Clitit, C231, C138, Cl064)
Temperature
64 deg. F
Gompressive Strengths (ASTM c3e)
in Diameter Area Load Compressive Percent Type of
Fracture
cc: LAFARGE
VAIL VALLEY M EDICAL CENTER
HLM DESIGN,INC.
BIERBACH CONSULTING
ENG'NEERS
S2M CONSTRUCTION
ryESTER'VSK'ES,
'NC.
,(w'
CTL/THOMPSON, INC.
234 .ENTER oRtvE r GLENW..D ""*,r3"o. S?o'":IS:",='lt3x)55-5":
Specimen Age
CTUThompson-!3c. 1-.1!)f*t {*b-^"'3
by:
-
Dan Downing
of fcI74.00 12.57 62,000 4930
Average:4930 123
2 28 4.00 12.57 77,000 6130 J
3 28 4.00 12.57 74,500 5930 \./
Average:6030 151
o
THE BECK GROUP
P.O. BOX 8529
AVON CO 81620
Attention: MR. DOUG WORKMAN
Specimens Made By: SL
Date: November 23,2001
Report lD: C4705 - GS - 3471
Project: PHASE I EXPANSION & RENOVATION Supptier: LAFARGE
VAILVALLEY MEDICAL CENTER, VAIL, COLORADO
Location: GRADE BEAM AT 7.F, FOOTER AT 6-F, STEP FOOTER AT 7.D AND 7-C, PILASTER AT 6-D AND wEsT
Cast Date: 11/14/2001 Tickel;12003739
Truck Number: 9944
Batch Time: 71:71
festTime:. 12:20
Concrete Mix:
4081
Physical
Specified Strength (fc)
4000 psi @28 days
of Goncrete (ASTM c143, c231, C138, C1064)Properties
Slump
4.5 in. J
Air Content
4.3 %
Oensity
142.4 pcf.
Temperature
64 deg. F
SIDE OF 6.D
(a'' Specimen
:1i74.00t12.57 162,000
Compressive Strengths (ASTM c39)
Load Compressive
4930
Percent
of fc
Type of
Fracture
Age in D iameter Area
Average:4930 123
LAFARGE
VAIL VALLEY MEDICAL CENTER
HLM DESIGN, INC.
BIERBACH CONSULTING
EA'G/NEERS
S2M CONSIRUCTION
WESTERN SK/ES, /NC.
CTUThompsoRlnc.
' L')f"r &.'--,rg
by:
Dan Downing
/V,
CTL/THOMPSON, INC.
CONSULTING ENGINEERS
234 CENTER OR|VE r GLENWOOD SPRTNGS, COLORADO a1501 r (970) 945-2809
THE BECK GROUP
P.O. BOX 8529
AVON CO 81620
Aftention: MR. DOUG WORKMAN
Project: PHASE I EXPAwSTOA, & RENOVATION
VAIL VALLEY MEDICAL CENTER, VAIL, COLORADO
Location: PILASTER AT 1-F AND BETWEEN l-F AND l-H
Date: December 7, 2001
Report lD: C4704 - GS - 3471
Suppfier: LAFARGE
Cast Date: 11/09/2001
Specimens Made By: SL
Ticket: 12003597
Truck Number: 9966
BatchTime:11:02
Test Time: 72.'00
Concrete Mix:
4081
Physical Properties
Specifigd Strength (fc) Slump ./
4000 psi @ 28 days 4.25 in./
of Concrete (ASTM Cl 43, C231, Cl 38, C1064)
Air Conlont
4.7%
Density
141.8 pcf.
Temperature
58 deg. F
Gompressive Strengths (ASTM c3e)
,?Specimen
Number
Age in
Days
Dan Downing
Diameter Area
(inches) (sq. inches)
Load Compressive Percent(lbs.) Strength (psi) of fc
Type of
Fracture
cc: LAFARGE
UAIL VALLEY MEDICAL CENTER
HLM DESIGN,INC.
BIERBACH CONSULTING
EA/G'A/EERS
s2M COTVSTRUCTiON
WESTERN SK'ES,
'NC.
CTL/THOMPSON, INC.
CONSULTING ENGINEERS
234CENTER DRIVE T GLENWOOD SPRINGS. COLORADO815Ol T (97O) 945-2809
1 7 4.00 12.57 53,500 4260
Average:4260 107
2 28 4.00 12.57 71,000 5650 r
3 28 4.00 12.57 70,000 5570 r'
Average:5610 140
o
THE BECK GROUP
P.O. BOX 8529
AVON CO 81620
Altention: MR. DOUG WORKMAN
Project: PHASE I EXPAIJSTON & RENOVATION
VAIL VALLEY MEDICAL CENTER, VAIL, COLORADO
Location: PILASTER AT l-F AND BETWEEN l-F AND 1-H
Date: Novernber 1 6, 2001
Report lD: C4704 - GS - U71
Suppl!er: LAFARGE
BatchTime: 11:02
Test Time: 12;00
Cast Date: 11/09/2001
Specimens Made By: SL
Ticket: 12003597
Truck Number: 9966
Specified Strength (fc)
4000 psi @28 days
Specimen
N umber
Diameter Area
(inches) (sq. inches)
c231, C138, C1064)
Density
141.8 pcf.
Gompressive Percent
Strength (psi) offc
Physical Properties of Concrete (AsrM c143,
Slump ,/
4.25 in. v
Air Content
4.7 %
Compressive Strengths (ASTM c39)
Temperature
58 deg. F
Age in
Days
Load
(lbs.)
Type of
Fracture
CTUThompsoc. Inc. ['fDft/ {-.bt+'v,t'tq-... _)
Dan Downing
cc: LAFARGE
VAIL VALLEY MEDICAL CENTER
HLM DESIGN, INC.
B I E R E A CH CO'VS Ut,?'JV G
ENG''VEERS
s2M COwSTRUCTION
WESTERN SK'ES,
'NC.
CTL/THOMPSON, INL.
CONSULTING ENGINEERS
GLENWOOD SpR|NGS, COLORADO 8.1601 r (97O) 945-2809
7 4.00 12.57 53,500 4260 v
Average:4260 107
234 CENTER DRIVE I
o
THE BECK GROUP
P.O. BOX 8529
AVON CO 81620
Attention: MR. DOUG WORKMAN
Date: December 6, 2001
Report f D: C2992 - GS - 3471
RENOVATION Supplier: LAFARGE
CENTER,VAIL, COLORADO
l-H AND BETWEEN 1-7 & 1.H, FOOTERS AT 6-D,7-D AND BETWEEN 7-D
Project: PHASE I FJ(PATVSTOTV E
VAILVALLEY MEDICAL
Location: PTLASIERS AT 3-J, 1-J,
AND 8.D
Cast Date: 11/08/2001
Specimens Made By: Sl
ficket; 12003560
Truck Number: 79
Batch Time: 12:58
Test Time: 2;70
Concrete Mix:
4081
Physical Properties of Concrete (AsTM c143,c231, C138, C1064)
Density
142.4 pcf.
Temperature
67 deg. F
Specified Strength (f c)
4000 psi @ 28 days
Slump
5.25 in.
Air Content
4.1%
of fc
1 7 4.00 12.57 60,500 4810
Average:4810 120
oI upecrmen Age tn
Gompressive Strengths
Diameter Area Load
(ASTM C3e)
Compressive Percent Type of
Fracture
cc: LAFARGE
VAIL VALLEY MEDICAL CENTER
HLM DESIGN,INC.
BIERBACH CONSULI'NG
E'VG"VEERS
S2M CONSIRUCTION
WESTER'VSK'ES,
'NC.tu
CTL/THOMPSON, INC.
CONSULTING ENGINEERS
GLENWOOD SPRTNGS, COLORADO 81601 r (970) 945-2809
Dan Downing
2 28 4.00 12.57 79,000 6290 r
3 28 4.00 12.57 79,000 6290 ./
Average:6290'157
CTUThompsqp. Inc.!)f- t)*,-,,,
234 CENTER DRIVE I
THE BECK GROUP
P.O. BOX 8529
AVON CO 81620
Attention: MR. DOUG WORKMAN
Date: November15,2001
Report lD: C2992 - GS - 3471
Project: PHASE I D{.PAN9ON & RENOVATION Supplier: LAFARGE
VAIL VALLEY MEDICAL CENTER, VAIL, COLORADO
Location: P,L/STERSAT 3.J, 1-J, 1-H AND BETWEEN 1.7 & 1.H, FOOTERS AT 6.D,7.D AND BETWEEN 7.D
AND 8.D
Cast Date:
Specimens Made By:
11/08/2001
st
ficket:. 12003560
Truck Number: 79
Batch Time: 72:58
Test Time: 2;70
Physical
Specifisd Strength (fc)
4000 psi @ 28 days
Properties of Concrete (ASTM
Air Content
4.1 %
c143, C231, C138, C1064)
Density
142.4 pcf.
Slump /
5.25 in. ,/
Temperature
67 deg. F
(o
Diameter
Compressive Strengths (AsrM c39)
Area Load Gompressive Percent Type of
Fractureof fc
60,500 4810
Average:4810 120
cc: LAFARGE
VAIL VALLEY MEDICAL CENTER
HLM DESIGN,INC.
BIERBACH CONSULTING
ENG''VEERS
S2M CONSTRUCTION
WESTERN SK'ES. /NC.4/'
CTL/THOMPSON, INC.
CONSULTING ENGINEERS
GLENWOOD SPR|NGS, COLORADO 81601 r (970) 945-2809
Specimen Age in
4.00 12.57
CTL/Thompson, lnc.
l-. i\uv: t,tf.z -.L,.i"r-*,=.,r.--,
Dan bowning J
,o
234 CENTER ORIVE '
o
THE BECK GROUP
P.O. BOX 8529
AVON CO 81620
Attention: MR. DOUG WORKMAN
Project: PHASE I F)4PANS/Ow & RENOVATTON
VAIL VALLEY MEDICAL CENTER, VAIL, COLCRADO
Location: FOOTERS AT I-F AND FOOTERS BETWEEN 1_F AND 1-H
Ticket: 12003502
Truck Number: 77
Date: December S, 2001
Report lD: C2991 . GS - 3471
Supplier: LAFARGE
BatchTime:11:12
Test Time: /2:20
Concrete Mix:
4081
Cast Date: 11/07/2001
Specimens Made By: SL
,o tffir""l
CTUThompson, Inc.
Physical Properties of Concrete tesrrvr cr+s.
Specified Strength (f c)
4000 psi @28 days
Slump
1.75 in.
Air Content
2.4%
c231, Cl38, C1064)
Density
146.8 pcf.
Temperature
67 deg. F
Age in
Days
Diameter Area(inches) (sq. inches)
4.00 12.57
Load
(lbs.)
72,000
Average:5730
81,000
Average:6560
Compressive Percent
Strength (psi) of fc
5730
Type of
Fracture
cc: LAFARGE
VAIL VALLEY MEDICAL CENTER
HLM DESIGN,INC.
BIERBACH CONSULTING
ENG/IVEERS
S2M CONSIRUCTION
WESTERN SK/ES, /TVC.
Gompressive Strengths (ASTM C39)
4.00 : 12.57
28 i 4.00 12.57
Dan Downing
/w'
CTL/THOMPSON, INC.
CONSULTING ENGINEERS
GLENWOOD SPR|NGS, COLORAOO 815O1 r (970) 945-2809234 CENTER DRIVE T
o
THE BECKGROUP
P.O. BOX 8529
AVON CO 81620
Altention: MR. DOUG WORKMAN
Date: November15,2001
Report fD: C2991 - GS - 3471
Project: PHASE I E-,XPAw-c/ON & RENOVATION
VAIL VALLEY MEDICAL CENTER, VAIL, COLORADO
Location: FOOTERS AT 1-F AND FOOIERS BETWEEN 1-F AND 1-H
Suppfier: LAFARGE
Physical Properties of Concrete (ASTM c143, c231, c138, c1064)
l
Sp€cified Strength (fc) Slump / Air Content Density Temperature
t?^ft,l ^^t /^\ ,o -t-,.- la aE t^ -/ a t o/ .t tc Q ^^t A7 daa E I4000 psi @ 28 days 1.75 in. / 2.4 % 146.8 pcf. 67 deg. F ',
Compressive Strengths (ASTM c39)
,o Specimen
Num ber
Load
(lbs.)
Type of
Fracture
CTUThompson, Inc.
bv: D>t'"'t)"-'""R
tra" tr"l**s
Diameter Area(inches) (sq. inches)
Compressive Percent
Strength (psi) of fc
cc: LAFARGE
VAIL VALLEY MEDICAL CENTER
HLM DESIGN,INC.
BIERBACH CO'VSULr/ilG
ENG'IVEERS
s2M COwSTRUCTTON
WESTERN SK'ES, /NC.
4,'
CTL/THOMPSON, INC.
CONSULTING ENGINEERS
GLENWOOD SPR|NGS, COLORADO 81601 r (970) 945-2809
Tickelc 12003502 Batch Time; 11:12
Truck Number: 77 i TestTime: 12:20
Cast Date: 11/07/2001
Specimens Made By: SL
234 CENTER DRIVE T
o
THE BECKGROUP
P.O. BOX 8s29
AVON CO 81620
Attention: MR, DOUG WORKMAN
Project: PHASE I EXPANSTON & RENOVATION
VAIL VALLEY MEDICAL CENTER, VAIL, COLORADO
Location: FOOTERS AT 3-J, 1-J, l-H AND BETWEEN l-J AND t-H
Dale: December 5,2001
Report fD: C2990. GS - 34Tl
Suppfier: LAFARGE
Cast Date: 11/06/2001
, Specimens Made By: SL
Ticket:12003403 i
Truck Number: 79
Batch Time: 7;08
Test Time: 8.'25
Physical Properties of Concrete (ASTM c1iB, c231, C138, C1064)
Specified Strength (fc)
4000 psi @ 28 days
Slump /3in. J
Air Content
3.2%
Density
pcf.
Temperature
62 deg. F
Compressive Strengths (AsrM c39)
O S_pecimen
1 Number
Age in
Days
Diameter Area(inches) (sq. inches)
Load Compressive Percent(lbs.) Strength (psi) of f c
Type of
Fracture
by:
cc: LAFARGE
VAIL VALLEY MEDICAL CENTER
HLM DESIGN, INC.
BIERBACH CONSULTING
ENG'NEERS
szM COIVSTRUCTION
WESTERN SK/ES, /'VC"/0/
CTL/THOMPSON, INC.
CONSULTING ENGINEERS
234CENTER DRTVE r GLENWOOD SPRINGS, COLORADO 81601 I (970) 945_2809
4.00 l 78,250
4 i 2E 4.00 i 12.57 ,, 76,000 | aoso
CTUThompson, Inc.\ nLlf{ {')tr't*t'?t3
Dan Downing
_o
o
THE BECKGROUP
P.O. BOX 8529
AVON CO 81620
Attention: MR. DOUG WORKMAN
Project: PHASE IEXPANS/ON & RENOVATION
VAIL VALLEY MEDICAL CENTER, VAIL, COLORADO
Location: FOOTERS AT 3-J.1-J.l-H AND BETWEEN l-J AND l-H
J
Date: November 14, 2001
Report fD: C2990 - GS - 3471
Suppfier: LAFARGE
Cast Date: 11/06/2001 Ticket: 12003403 I Batch Time: 7:08 i Concrete Mix:
Specimens Made By: SL j Truck Number: 79 Test Time: 8;25 4081
Physica! Properties of Concrete (ASTM C143,c231, C138, c1064)
Specified Strength (1"c)
4000 psi @ 28 days
slump /
3 in. J
Air Content
3.2 %
Density
pcf.
Temperature
62 deg. F
^/-
1
S pecimen
Num ber
Compressive
Diameter Area
Strengths (AsrM c3e)
Load Compressive Percent(lbs.) Strength (psi) of fc
Type of
Fracture
Age in
Days (inches) (sq. inches)
CTUThompsopJnc. n\!)-tu .v-.-b*,'t3
hr,.
Dan Downing
Average: ), 5090 I 127
LAFARGE
VAI L VA LLEY M E D I CA L CE,VTER
HLM DESIGN,INC.
BIERBACH CONSULTING
ENG//VEERS
S2M CONSTRUCTION
WESTERN SK/ES, /'VC.
,ky'
CTL/THOMPSON, INC.
CONSULTING ENGINEERS
GLENWOOD SPR|NGS, COLORAOO 81601 r (97O) 945_2809
o
234 CENTER DRIVE T
THE BECK GROUP
P.o. Box 8529
AVON CO 81620
Afitention: MR. DOUG WORKMAN
Project: PHASE, E)(PATVSTON & RENOVATION
VAIL VALLEY MEDICAL CENTER, VAIL, COLORADO
Location: PILASTER AT 3-D,3-F,3-H
Date: /Vovember 30, 2001
Report fD: C2988 - GS - 3471
Supplier: LAFARGE
Cast Date: 11/02/2001
Specimens Made By: SL
Ticket: 12003314
Truck Number: 96f3
Batch Time
Test Time
11:50
1:00
Concrete Mix:
4081
Specified Strength (fc) slump
4000 psi @28 days 5.25 in.
Physical Properties of Goncrete (AsrM
Air Content
5.8%
c143, C231, C138, C1064)
DensitY
139.6 Pcf.
Temperature
62 deg. F
,a specimen\ Number
Compressive Strengths
Diameter Area Load
(inches) (sq. inches) (lbs.)
(ASTM C39)
Compressive
Strength (psi)
Age in
Days
Percent
of f'c
Type of
Fracture
1 7 4.O0 12.57 tU,000 3500
Average:3500 88
2 28 4.00 12.57 63,000 5010 v/
3 28 4.00 12.57 62,000 4930 L/
Average:4970 124
CTUThompson,'""D- .Dr,."^,,=
Dan Downing
cc: LAFARGE
VAIL VALLEY MEDICAL CENTER
HLM DESIGN,INC.
BIERBACH CONSULII'VG
ENG'NEERS
S2M CONSIRUCTION
WESTERffSK'ES,
"VC.
\J ot*<-f7r'
CTL/THOMPSON, INC.
CONSULTING ENGINEERS
GLENWOOD SPR|NGS, COLORADO 81601 r (970) 945-2809
o
234 CENTER DRIVE T
Date: November 9,
Repoft lD: C2988 - GS -
Suppfier: LAFARGE
200
347
1
1
THE BECK GROUP
P.O. BOX 8529
AVON CO 81620
Attention: MR. DOUG WORKMAN
Project: PHASE I EXPANSTOw & RENOVATION
VAIL VALLEY MEDICAL CENTER, VAIL, COLORADO
Location: PILASTER AT 3-D, 3-F, 3-H
Specimens Made By:
TickeB 12003314
Truck Numben 9613
Batch Time: /1:50
Test Time: 7.'00
Concrete Mix:
4081
Temperature
62 deg. F
11/042001
SL
Physical
Specified Strength (f c)
4000 psi @28 days
of Concrete (ASTM c143,
Air Content
s.8 %
c231, C138, C1064)
Density
139.6 pcf.
Properties
slump /
5.25 in. q
Compressive Strengths (ASTM c39)
o Diameter Area
(inches) (sq. inches)
Compressive Percent
Strength (psi) of f'c
Load
(lbs.)
Type of
Fracture
CTUThompson,lnc. -
r.z -'Y-h*v.e'rrtsE
by:
cc: LAFARGE
VAIL VALLEY MEDICAL CENTER
HLM DESIGN,INC.
BIERBACH CONSULTING
ENG/NEERS
S2M CONSTRUCTION n"l.THEBECKGROUP '7'
WESTERN SK/ES, /'VC.
CTL/THOMPSON, INL.
CONSULTING ENGINEERS
GLENWOOD SPR|NGS, COLORADO81601 I (970) 945_2809
Dan Downing
Do€
234 CENTER DRIVE T
THE BECK GROUP
P.O. BOX 8529
AVON CO 81620
Attention: MR. DOUG WORKMAN
Project: PHASE I EXPANSTON & RENOVATION
VAIL VALLEY MEDICAL CENTER, VAIL, COLORADO
Location: FOOTER AT 3D
Dale: November2S,2001
Report lD: C2987 - GS - 3471
Supplier: LAFARGE
Gast Date: 10/31/2001
Specimens Made By:
Physical
Specified Strength (fc)
4000 psi @28 days
Ticket: 12003160
Truck Number: 9829
Properties of Concrete (ASTM c143, C231, C138, C1064)
Density
140.2 pcf.
Load Compressive Percent(lbs.) Strength (psi) of fc
47,500 3780
Average:
Slump
4 in.
Air Content
5.9 %
Compressive Strengths (AsTM c39)
Concrete Mix:
4081
Temperature
65 deg. F
Type of
F ra ctu rero 'ffil[?'Age in
Days
Diameter Area
(inches) (sq. inches)
CTUThompsqq{ lnc. f\L)f", sl--Li..-,,.n,q
Dan Downing
by:
cc: LAFARGE
VAIL VALLEY MEDICAL CENTER
HLM DESIGN,INC.
BIERBACH CONSULTING
ENGIA/EERS
s2M COIVSTRUCTION
WESTERN SK/ES, /,VC.
CTL/THOMPSON, INC.
CONSULTING ENGINEERS
GLENWOOO SPFUNGS, COLORADO 81601 r (97O) 945-2809
Batch Time: 9:76
Test Time: t0i25
?! i 4.00 t, 12.57 | 64,000
o
234 CENTER ORIVE T
THE BECK GROUP
P.O. BOX 8529
AVON CO 81620
Attention: MR. DOUG WORKMAN
Project: PHASE I EXPANS/Ow & RENOVATION
VAILVALLEY MEDICAL CENTER, VAIL, COLORADO
Location: FOOTER AT 3D
/J
Date: NovemberT,2001
Report fD: C2987 - GS - 3471
Supplier: LAFARGE
Cast Date: 10/31/2001 /
Specimens Made By:
Ticket: 12003160
Truck Number: 9829
Batch Time: 9:76
Test Time: 70;25
Concrete Mix:
4081
Physical Properties of Concrete (ASTM c1it:l, c231, c138, c1064)
Specified Strength (fc)
4000 psi @ 28 days
slump /
4 in. J
Air Content
5.9%
Density
140.2 pcf.
Temperature
65 deg. F
Compressive Strengths (AsrM c39)
,O specimen
' Number
CTUThompsqp, Inc. ,\W.L)*,^.,'5iw'_
Dan Downing
Age in
Days
Diameter Area(inches) (sq. inches)
Compressive Percent
Strength (psi) of f c
Load
(lbs.)
Type of
Fracture
'.
cc: LAFARGE
VAIL VALLEY MEDICAL CENTER
HLM DESIGN,INC.
BIERBACH CONSULTING
EA/G/NEERS
S2M CO'VSTRUCTION
THE BECK GROUP
WESTERN SKIES, INC.I
CTL/THOMPSON, INC.
CONSULTING ENGINEERS
GLENWOOD SpR|NGS, COLORADOa1661 r (970) 945-2809234 CENTER DRIVE T
THE BECK GROUP
P.O. BOX 8529
AVON CO 81620
Attention: MR. DOUG WORKMAN
Project: PHASE I EXPAwS/Ow & RENOVATION
VAIL VALLEY MEDICAL CENTER, VAIL, COLORADO
Location: FOOIERS AT F3 AND J3
Dale: November 27,2001
Report fD: C2986 - cS - 3471
Suppfier: LAFARGE
Physical Properties of Concrete (ASTM c143, C231, C138, c1064)
Specified Strength (fc)
4000 psi @28 days
Slump
5 in.
Air Content
6.3 %
Density
138.6 pcf.
Temperatur€
70 deg. F
Cast Date: 10/30/2001
Specimens Made By: SL
Ticket: 12003130
Truck Number: 9824
BatchTime:1:11
Test Time: 2;40
Concrete Mix:
4081
, O tffir""'"
CTL/Thompson, lnc.
byi
Age in
Days
Diameter ,Area(inches) (sq. inches)
Compressive Strengths (AsrM c39)
cc: LAFARGE
VAIL VALLEY MEDICAL CENTER
HLM DESIGN,INC.
BIERBACH CONSULTING
ENG//VEERS
S2M CONSTRUCTION
WESTERN SK/ES, //VC.
CTL/THOMPSON, INC.
CONSULTING ENGINEERS
GLENWOOO SPRTNGS, COLORADO8I601 r (970) 945-2809
Load
(lbs.)
Compressive Percent
Strength (psi) of f'c
Type of
Fracture
.t 7 4.00 12.57 48,500 3860
Average:Jl;iilj 97
2 28 4.00 12.57 64,000 5090 /
3 28 4.00 12.57 63,000 5010
Average:5050 126
234 CENTER DRIVE I
THE BECK GROUP
P.O. BOX 8529
AVON CO 81620
Attention: MR. DOUG WORKMAN
Project: PHASE I EXPANSION & RENOVATION
VAIL VALLEY MEDICAL CENTER, VAIL, COLORADO
Location: FOOTERS AT F3 AND J3
/
"/
Date: /Voyember 6, 2001
Report lD: C2986 - GS - 3471
Suppfier: LAFARGE
Cast Date: 10/30/2001 -/
Specimens Made By: SL
Ticket 12003130
Truck Number: 9824
Batch Time: 1.'77
Test Time: 2.'40
Concrete Mix:
4081
Physical
Specified Strength (f c)
4000 psi @28 days
of Concrete (ASTM c143, c231, C138, c1064)Properties
Slump
5 in, ,/
Air Content
6.3 %
De nsity
138.6 pcf.
Temperature
70 deg. F
O specimen,.
' Number
Compressive Strengths
Diameter Area Load
(inches) (sq. inches) (lbs.)
(ASTM C3e)
Compressive
Strength (psi)
Age in
Days
Percent
of fc
Type of
Fracture
crurhom Pso ^W- Or.',^,, ,=
Dan Do',vning
oy:
cc: LAFARGE
VAIL VALLEY MEDICAL CENTER
HLM DESIGN, INC.
EIERBACH COIVSULflAIG
E/VG/,VEERS
S2M CO,VSIRUCTION (
THEBECKGROUP z\{,
WESTERN SK/ES, //VC. /
GTL/THOMPSON, INL.
CONSULTING ENGINEERS
GLENWOOO SPR|NGS, COLORAOO 81601 r (970) 945-2809
t 7 4.00 | 12.57 48,500 i 3860 J
Average:,iii'5t t 97
234 CENTER DRIVE T
THE BECKGROUP
P.O. BOX 8529
AVON CO 81620
Attention: MR. DOUG WORKMAN
Project: PHASE I EXPANSION & RENOVATION
VAIL VALLEY MEDICAL CENTER, VAII- COLORADO
Location: GS SLAB, J5 SLA8, E4 FOOTER, DO FOOTER
Date: Noyernber 19, 2001
Report lD: C2984 - GS - 3471
Suppfier: LAFARGE
Specimens Made By:
10/22/2001
SL
Ticket: 12002797
Truck Number: 9826
Batch Time: 7;36
Test Time: 2.'50
Specified Strength (f c)
4000 psi @ 28 days
Physical Properties of Concrete (ASTM c143, c231, c138, c1064)
Slump /
2.5 in. /Air Content
3.3 %
Oensity
142.6 pcf.
Tempe6ture
63 deg. F
,o
Compressive Strengths (ASTM c39)
Specimen Age in Diameter Area Load Compressive Percent Type ofNumber Days (inches) (sq. inches) (lbs.) Strength (psi) of fc Fracture
Average: i 4340 ) 109 'l
4.00 12.57 75,500 : 6010 r''
4.00 12.57 70,000
Average:
CTUThompson,cc: LAFARGE
VAIL VALLEY MEDICAL CENTER
HLM DESIGN, INC.
BIERBACH CO/VSULilNG
ETVG/NEERS
S2M CONSTRUCTION
WESTERN SK/ES,
'VC.
bf,- &,,,^,,*3
Dan Downing
lId
by:
CTL/THOMPSON, INO.
CONSULTING ENGINEERS
GLENWOOD SpRINGS, COLORADO81501 r (97O) 945-2809
,o
234 CENTER DRIVE T
,o
THE BECK GROUP
P.O. BOX 8529
AVON CO 81620
Attention: MR. DOUG WORKMAN
Project: PHASE I A(.PANSION & RENOVATION
VAIL VALLEY MEDICAL CENTER, VAIL, COLORADO
Location: G5StAq JS SLAB, E4 FOOTER, D6 FOOTER
Date: October 29,2001
Report lD: C2984 - GS - 3471
Suppfier: LAFARGE
Cast Date: 10/2A2001
Specimens Made By: SL
Ticket: 12002797 | Batch Time: f.'36
Truck Number: 9826 I Test Time: 2.'50
Physical
Specified Strength (f,c)
4000 psi @ 28 days
of Goncrete (AsrM c143,
Air Content
3.3 %
c231, C138, C1064)
Density
142.6 pcf.
Properties
Slump
2.5 in. /Temperature
63 deg. F
(O
Compressive Strengths (ASTM C3s)
Com pressiveLoad
CTUThompson, Inc.
\\\ t\, \- r \by: -!.)4ny' {-,bt<,v.t^?a-
Dan Downing *)
Specimen Age inNumber Days
Diameter Area(inches) (sq. inches)(lbs.) Strength (psi)
Percent Type of
of fc Fracture
cc: LAFARGE
VAIL VALLEY MEDICAL CENTER
HLM DESIGN, INC.
BIERBACH CONSULTING
ENG/AISERS
S2M CO,VSTRUCTION
THE BECK GROUP
WESTERN SK'ES. ,,VC,
,rw
CTL/THOMPSON, INC.
CONSULTING ENGINEERS
SPF NGS. COLOFIAOO 81601 r (97O) 945-2809
IO
234 CENTER ORIVE T
THE BECKGROUP
P.O. BOX 8529
AVON CO 81620
Attention: MR. DOUG WORKMAN
Project: PHASE I EXPANSTON & RENOVATION
VAIL VALLEY MEDICAL CENTER, VAIL, COLORADO
Location: FOOIERS, G7, F5, G5, J7
Date: /Vovernber 15, 2001
Report lDt C2874 - GS - 3471
Supplier: LAFARGE
Cast Date: 10/17/2001 I Ticket. 12007258 i Batch Timel 9;02 i Concrete Mix:
Specimens Made By: ZB i Truck Number: 9944 | Test Time: 11:00 't 0811
Physical
Specified Strength (f c)
4000 psi @ 28 days
of Concrete (ASTM c143, c231, c138, c1064)Properties
Slump /5in. J
Air Content
3.0 %
Density
136.5 pcf.
Temperature
78 deg. F
Compressive Strengths (ASTM c39)
,o Specimen
Number
Age in
Days
Type of
Fracture
Diameter Area(inches) (sq. inches)
Compressive Percent
Strength (psi) of f'c
Load
(lbs.)
CTUThompsen. Inc. n\' t \" " _V _fuunu,rr.<:--4v \- ,-)
Dan Downing
by:
cc: LAFARGE
VAI L VALLEY M EDICAL CENTER
HLM DESIGN,INC.
BIERBACH CO'VSULr/NG
E'V6/TVEERS
S2M CONSIRUCTION
WESTERN SK/ES, //VC.
/v/,
-o
CTL/THOMPSON, INC.
CONSULTING ENGINEERS
GLENWOOD SPRINGS, COLORADO 81601 r (970) 94s-28O9
1 t 4.00 12.57
4.00 | 12.57
234 CENTER DRIVE I
o
THE BECK GROUP
P.O. BOX 8529
AVON CO 81620
Attention: MR. DOUG WORKMAN
Project PHASE I EXPAwS|ON & RENOVATION
VAIL VALLEY MEDICAL CENTER, VAIL, COLORADO
Location: FOOTERS, G7, F5, G5, J7
Datet October 24,2001
Report lD: C2874 - GS - 3471
Supplier; LAFARGE
Cast Date: 10/17/2001
Specimens Made By:. ZB
Ticket:12007258
Truck Number: 9944
Batch Time: 9:02
Test Time: /1:00
Physical Properties of Concrete (ASTM c143, c231, c138, c1064)
Specified Strength (fc)
4000 psi @28 days
Slump ,/
Sin. /
Air Content
3.0 %
Density
136.5 pcf.
Temperature
78 deg. F
Compressive Strengths (AsrM c39)
(o Specimen
Number
Age in
Days
Diameter Area
(inches) (sq. inches)
Compressive Percent
Strength (psi) of fc
Type of
Fracture
Load
(lbs.)
4.00 12.57 29,000
Average:
2310
'i'i; 58
crlnhomnT\F *D,^,_,.5
Dan Downing
by:
LAFARGE
VAIL VALLEY MEDICAL CENTER
HLM DESIGN, INC.
BIERBACH CONSULTING
ENG,,VEERS
S2M CONSTRUCTION
THE BECK GROUP
WESTERN SK/ES. /'VC.
CTL/THOMPSON, INC.
CONSULTING ENGINEERS
234 CENTER DRTVE r GLENWOOD SPR|NGS, COLORADO 81601 ! (97O) 945-2809
-o
THE BECK GROUP
P.O. BOX 8529
AVON CO 81620
Attention: MR. DOUG WORKMAN
Project: PHASE I EXPANSION & RENOVATTON
Date: November1,2001
Report fD: C2763 - GS - 3471
Suppfier: LAFARGE
VAIL VALLEY MEDICAL CENTER, VAIL, COLORADO
Location: FOOTERS AT4 LINE AND H LINE AND 4 LINE BETWEEEN H AND J LTNES
Gast Date: 10/03/2001
Specimens Made By: SL
Tickett 12002159 : Batch Time: 1:20
Truck Number: 9826 Test Time: 2.'35
Concrete
0740
Physical
Specified Strength (fc)
4000 psi @28 days
Properties of Concrete (ASTM c143, C231, C138, C1064)
Density
140.8 pcf.
Slump
a.5 in. /
Air Content
3.8 %
Temperature
70 deg. F
Compressive Strengths (ASTM c39)
I,O Specimen
N umber
Age in
Days
Diameter Area
(inches) (sq. inches)
Compressive Percent
Strength (psi) of fc
Load
(lbs.)
Type of
Fracture
4.00 12.57 54,500
Average:
CTL/Thompson. Inc.cc: LAFARGE
VAIL VALLEY MEDICAL CENTER
HLM DESIGN, INC.
BIERBACH CONSULr//VG
E/VG/A'EERS
S2M CONSTRUCTION
THE BECK GROUP
WESTERN SK/ES, //VC.
,7*
CTL/THOMPSON, INC,
by;D'r", *Do^,.,,',,q
Dan Downing
CONSULTING ENGINEERS
GLENWOOD SPR|NGS, COLORADO 815O1 r (97O) 945-2809
o
234 CENTEFI DRIVE T
1o
REC;IVED
00T 16 2001
BEC<THE BECKGROUP
P.O. BOX 8s29
AVON CO 81620
Aftention: MR. DOUG WORKMAN
Project PHASE I EXPANSTON & RENOVATION
Date: Ocfober 10, 2001
Report lD: C2763 - GS - 3471
Suppfier: LAFARGE
VAIL VALLEY MEDICAL CENTER, VAIL, COLORADO
Location: FOOTERS AT 4 LINE AND H LINE AND 4 LINE BETWEEEN H AND J LINES
Specimens Made By:
10/03/2001
st
Physical
Specified Strength (fc)
4000 psi @28 days
of Concrete (ASTM c143, c231,c138, c1064)Properties
Slump
4.5 in. /
Air Content
3.8 %
Density
140.8 pcf.
ficketj 12002159
Truck Number: 9826
Batch Time:
Test Time:
O Specimen
Num ber
CTUThompson, Inc.
Compressive Strengths
Diameter Area Load(inches) (sq. inches) (lbs.)
(ASTM C3e)
Compressive
Strength (psi)
Age in
Days
Percent
of fc
Type of
Fracture
i_o
cc: LAFARGE
VAIL VALLEY MEDICAL CENTER
HLM DESIGN, INC,
BIERBACH COAJSULT/NG
E/VG'NEERS
S2M CO,VSTRUCTION
THEBECKGROUP /{N'r
WESTERN SK'ES, /NC.
CTL/THOMPSON, INC.
CONSULTING ENGINEERS
234 CENTER DRTVE . GLENWOOD SPRINGS, COLORAOO81601 r (970) 945-2809
1 7 4.00 12.57 I 54.500 4340 ,/
Average:4340 109
0an Downing
THE BECK GROUP
P.O. BOX 8529
AVON CO 81620
Altention: MR. DOUG WORKMAN
Project: PHASE I E)(PAIVS/Ow & RENOVATTON
vAlL VALLEY MEDTCAL CENTER, vArL, COt:ORADO
Location: FOOTER PAD D LINE AND S L1NE
Date: October 18,2001
Report lD; C2759 - GS - 3471
Suppfier: LAFARGE
Cast Date: 09/20/2001
Specimens Made By: SL
Ticket: 12001790
Truck Number: 9966
Batch Time: 2;57
Test Time: 4.'t5
Specified Strength (f c)
4000 psi @ 28 days
Physical Properties of Concrete (ASTM c143.
Slump
4.25 in.
c231, C138, C1064)
Density
141 .6 pcf.
Air Content
5.2 %
Compressive Strengths (AsTM c39)
Temperature
70 deg. F
iO Specimen
Number
CTL/Thompson, Inc.
Diameter Area(inches) (sq. inches)
Compressive Percent
Strength (psi) of f'c
Load
(lbs.)
Type of
Fracture
cc: LAFARGE
VAIL VALLEY MEDICAL CENTER
HLM DESIGN, INC,
BIERBACH CONSULTING
ENGINEERS
s2M COA/STRUCTION
THE BE1K cRoUP /W.
WESTERN SK'ES, /NC.
CTL/THOMPSON, INC.
CONSULTING ENGINEERS
GLENWOOD SPR|NGS, COLORADO 81601 r (970) 945-2809
4.90 12.57 ) 68,000
Average:
234 CENTEF ORIVE T
io
THE BECK GROUP
P.O. BOX 8529
AVON CO 81620
Attention: MR. DOUG WORKMAN
Project: PHASE I EXPANSTOi/ I RENOVATION
VA,IL VALLEY MEDICAL CENTER, VAIL, COLORADO
Location: FOOTER PAD D LINE AND 5 LINE
Date: Sepfember 27, 2001
Report f D: C2759 - GS - 3471
Suppiier: LAFARGE
Cast Date: 09/20/2001 .
Specimens Made By: SL
Ticket; 12001790
Truck Number: 9966
Batch Time: 2:57
Test Timel 4.'75
Concrete Mix:
4081
Specifted Strength (f c)
4000 psi @ 28 days
Specimen
Number
Physical Properties
Slump
4.25 in.
Age in
Days
of Concrete (AsrM
Air Content
5.2%
Load
(lbs.)
c143, C231, Cl38, C1064)
Density
141.6 pcf.
Temperature
70 deg. F
Compressive Strengths (ASTM c39)io Diameter Area
(inches) (sq. inches)
Compressive Percent
Strength (psi) of fc
Type of
Fracture
CTLffhomfrqn. Inc. A
W,.,1 .l'*bpr.^r,"rue
by: -Dan Do'*rning
cc: LAFARGE
VAIL VALLEY MEDICAL CENTER
HLM DESIGN,INC.
BIERBACH CONSUL.T'NG
ENGI'VEERS
S2M CO /STRUCTION
THE BECKGROUP
WESTERN SK'ES, /NC.
I 7 4.00i12.57i50,500 4020
Average:4020 ,101
CTL/THOMPSON, INC.
CONSULTING ENGINEERS
234 CENTER DR|VE r GLENWOOD SPFINGS, COLORADO81601 r (970) 945-2809
o
THE BECK GROUP
P.O. BOX 8529
AVON CO 81620
Attention: MR. DOUG WORKMAN
Project: PHASE I A(PANSTO/V & RENOVATTON
VAIL VALLEY MEDICAL CENTER, VAIL, COLORADO
Location: FOOTING PADS *F.4-D AND +J
Date: October 15, 2001
Report fD: C2896 - c5.3471
Suppfier: LAFARGE
Cast Date: 09/17/2001
Specimens Made By: DD
Ticket: 12001646 Batch Time: 9;25
TruckNumber:9802 TestTime: 77;05
Physical
Specified Strength (fc)
4000 psi @ 28 days
of Goncrete (ASTM C143,
Air Content
%
c231, C138, C1064)
Density Temperature
pcf. deg. F
Properties
Slump
in.
(o Specimen
N umber
Age in
Days
Compressive
Diameter Area
(inches) (sq. inches)
Strengths (ASrM c39)
Load
(lbs.)
Compressive Percent
Strength (psi) of fc
Type of
Fracture
CTL/Thomffon, Inc. ra
or, W'W*^'3
Dan Downing
cc: LAFARGE
VAIL VALLEY MEDICAL CENTER
HLM DESIGN.INC.
BIERBACH CO,VSUII/ /G
ENG/NEERS
s2M CONSTRUCTTON ^ I
THE BECK CROUP lrtN '
WESTERN SK/ES, /NC.
t 7 4.00 12.57 49,000 3900
Average:"r$s$ 98
4.00 : 12.57 63,000
(D
THE BECK GROUP
P.O. BOX 8s29
AVON CO 81620
Attention: MR. DOUG WORKMAN
Project: PHASE I EXPAwS/ON & RENOVATION
VAIL VALLEY MEDICAL CENTER, VAIL, COLORADO
Location: FOOTING PADS 5-F, +D AND /t-J
Date: September 24, 2001
Report lD: C2896 - GS - 3471
Supplier: LAFARGE
Cast Date: 09/17/2001
Specimens Made By: DD
Ticket:. 12001646 i Batch Time: 9.'25
i
Truck Number: 9802 I Test Time: 11:05
Specified Strength {f c)
4000 psi @ 28 days
Physical Properties of Concrete (ASTM c143, C231, C1 38, Cl 064)
Density
pcf.
Slump
in.
Air Content
/o
Temperature
deg. F
Compressive Strengths (ASTM c39)(o
Dy:
Specimen
N umber
Age in
Days
Diameter Area
(inches) (sq. inches)
Compressive Percent
Strength (psi) of fc
Load
(lbs.)
Type of
Fracture
CTUThompson -lnc.Uf"/cc: AFARGE
VAIL VALLEY MEDICAL CENTER
HLM DESIGN, INC.
BIERBACH CONSULTING
E/VG/NEERS
S2M CONSTRUCTION
THE BECK GROUP
WESTERN SK/ES, //VC.
CTL/THOMPSON, INC.
CONSULTING ENGINEERS
234CENTER DRTVE I GLENWOOD SPF|NGS, COLORADO81601 r (970) 945-2809
Dan Downing
4.00 12.57 i 49,000
Average:
LETTER OF TRANSMITTAL
I no Hot-K { irnt tn
P.O. Box 8529
Avon, CO 81620
ATTN: Mr. Doug'Workman
Date: 03126102
Project: Vail Valley Medical Center
Phase I Expansion & Renovation
Job No.: GS-3479
WE ARE TRANSMITTING:
FOR DATES:
Weld and/or bolt inspection results
March 14,2002
REMARKS:See attached summary reports for information.
CTLiTHOMPSON, INC.
^;]
ill,v
hr*, .|t .,.,,,..t
t\ ^^ l-t^..,^innuat I L./rJvv I rg
Laooratory/Field Manager
cTLiTl-i o Ml trsoNl, I F{c.
CONSULTING ENGiNEEFS
234 CENTEA DRIVE i GLENWOOD SPFINGS, COLOFADO 81601 ' (97O) 945.2809
(t
-j
WELD/BOLT INSPECTION REPORT SUMMARY
Client: The Beck Group
Project: Vail Valley Medical Center
Phase I Expansion & Renovation
Job No.: cS-3479
Inspection Date:
Field Rep.:
March 14, 2002
t(r
TYPE OF INSPECTIOfu/APPLICABLE CODE
Visual Weld
AWS D1.1-98 Sect. 6.9
Magnetic Particle Weld
AWS D1 .1-98 Sect. 6.10
Liquid Dye Penetrant Weld
AWS O1.1-98 Sect. 6.'10
tr
n
n
tr
n
tr
Ultrasonic Weld
AWS D1.'1-98 Sect.6.13
Decking
AWS Dl .3-89 Secl. 4.5
High Strength Bolt Alsc Spec. for Structural
Joints Using ASTM A 325 or 4490 Bolts, Sect. I & 9.
Anchor Bolts
Project Speciflcations
o
Location and Description of Work:
WELDS,AND BOLTS
1. See af€ched.
At the tjme of our inspection, the items observed met the quality standards sited above unless noted below.
Discrepancies were observed, please see the attached.
Specific information is presented on the following inspection reports
tt
U mremnn0uNTAIN
o6 ESTONG
,/fi\ fiy;l iF, t1 T\lfv'lllll^tll7l!\lr'l\t
Operator
Per Diem
Eo\pzY Po\\adc
Yes
COLOR.ADO DIVISION
2965 Soulh Shoshonc
Englewood, Colorrdo 801 l0
Phonc 303-76I.0650
l-E00.742-5621
FAX.3 03 -761 -065 8
I.T.C. INSPECTION REPORT
Customer PO #
Spec/Code
Date 3- \4-O Day of Week T\\UR-.
Hours of Shift 2',OA tM to l-'.Ao f M Total Hours Today $
Mileage to Mileage From \OO Total Mileage \Oo
' Nox Assistant
Customer Repreisentative bRN bo\)N]NG
REMARKS:
Customer qTL Thbr\trSN
loU+ -q
ROBERT POLLOCK
AWS CWI # 91121211
IMO CERT. # 0878521-85
sisnature X"*tft' PoSc*- .
LETTER OF TRANSMITTAL
The Beck GrouP
P.O. Box 8529
Avon, CO 81620
ATTN: Mr. Doug Workman
Date: 03119102
Proiect: Vail Valley Medical Center
Phase I ExPansion & Renovation
Job No.: GS-3479
WE ARE TRANSMITTING:
FOR DATES:
Weld and/or bolt inspection results
March 4, 5 and 12,2002
REMARKS:See attached summary reports for information'
cTurHoMPSON, INC'
Dp. &^'-""ig
Dan Downing
Laboratory/Field Manager .i\[XW
CTL/THOMPSON, INC.
CONSULTING ENGINEERS
234cENTEFoRlVErGLENWOoDSPRINGS.coLoRADoSl60lr(970)945-2809
o WELD/BOLT INSPECTION REPORT SUMMARY
Client: The Beck GrouP
Project: Vail Valley Medical Center
Phase I ExPansion & Renovation
Job No.: GS-3479
Inspection Date:
Field ReP.:
March 4, 5, and 12,2002
rar
WPE OF INSPECTION/APPLICABLE CODE
n
T
T
Visual Weld
AWS Dl.1-98 Sect. 6.9
Magnetic Particle Weld
AWS 01.1-98 Sect. 6.10
Liquid DYe Penetrant Weld
AWS 01.1-98 Sect. 6.10
Hiqh Strength Bolt AlSc spec for Structural
Join-ts Using ASTM A 325 or 4490 Bolts' Sect B & 9'
n
n
tr
Ultrasonic Weld
AWS D1.1'98 Sect. 6 13
Decking
' AWS Dl .3-89 Sect. 4.5
Anchor Bolts
Project SPecifications
Location and DescriPtion of Work:
WELDS AND BOLTS
1. See aftached
At the time of our inspection, the items observed met the quality standards sited above unless noted below'
Discrepancies were observed, please see the attached'
Specific intormation is presented on the following inspection reports
! *o=*o*uNTAtm coLoRADO DIVISION
2965 South Shoshone
Engtewood. Colorado 801 l0
Phone 303-761-0650
t-sc0-742-5621
FAX-303.76r -0658
-_r r_
II ESTING
o Gr*trAmv
Customer
Job#
Yes
I.T.C. INSPECTION REPORT
Mit""g" t" \qo Sileage.From 56
Operator
Per Diem tlo -X-
a'rcl^rvrer PO f . ==spec/code nw-q nr.r-ooiesTrt\ R-2'5-
?:Lik{s';
Aceielant
Customer Representative DFtN bo\f N\Nc5
o ROBERT POLLOCK
Aws cwl # 91121211
rcBo CERT. # 0878521'85
Signature
I.T.C. INSPECTION REPORT
Date MARCH 5.2002
Hoursofs6ix s,go -lfrE@
Mir""s" to tlg- tvtileage From 103
n-^,-+^' lntr trtrRGl ISON
Customer PO # VAIL VALLEY MEDICAL CENTER
Spec/Code AWSD1.1-2000
na,, a{ \Aroak TUESDAY
Tcial l'tours TodaY 8
Total Mileage 206
Assistant
crtto'*E;Pt"*.Utit* DAN DoWNING
2965 South Shoshons
Englewood, Colorddo 801 l0
Phone 303-761-0650
r-8N-142-5621
FAt-303-761-0658
[ roremnnoumrArm
Customer CIL InuNlrDur\ tut.E'l+1,:i""'
J;b# vAtL vALCY MEDIcAL cENTER
Per Diem Yes NoX
REMARKS:oNTHISDATE,4!EIRASoNrc]9!{DESTRUCT|VEEXAM|NATIONWASPERFoRMED
tNSPeClOtt REPORT.
l.T.C, INSPECTION REPORT
Customer GTLTHOMPSON(GLEI!4PD
Job# VAILVALLEYMEDTCALCENTER
Date lrrtARCH 5.2002
ItouootSf,ift S'go -T.@
Mileage to 1(X) Mileage From 100
Oprerator KB/IN JOTNER
pir olem-v* o X
customer Po # VAILVALLEY MEDIGAL QETTFF
spiJcoo" nws Dt.t-ot.+ s lsrM ngzsAngo
DavofWeek TUESDAY
Total Hours TodaY 8 HRS
Total Mileage 200
Assistant NA
CustomerEpreJentative DAN DOLIVNING
2965 South Shoehone
Engle$,ood, Colorado E0l l0
Pbonc 303-761-0650
t-8&-742-5621
FAX-303.761{65E
[ *n=*tu0uNTArN
REMARKS: ON THIS ONTE, I VISU
oescnepmtcEs LlsT.
o
o
[ roremnnoumrArm
STRUCTURAL STEEL
ERECTION INSPECTION REPORT
2965 Souh Shoshone
Englewood, Colorado 801I0
Phone 303-761-0650
t-800-742-5621
FAX-303-7614658
Page 2 ofl
Cu$omer
Job/Repouc MARCH 5 2002 :::
Hours of shift--sEE-Pc' LAM to
-AM
Mileage to SEE PG. 1 Mileage From
-
Operatar KEVIN JOINER -. --
Per Diem Yes -- No -i.-
Customer PO # VAIL VALLEY MEq' CF!glEF.--
io.JCoO" AWS D1.1-D1'4 & ASTM A32s/A490
Dav of Week TUESDAY
Total Hours TodaY SEE PG' 1
TotelMiteage SEE PG. 1
^ ^-i,.r^-t NA
CustomerR-entative DAN DoWN|NG
ii
P66P gCRggN FRAMING PIAN.
iffi tNcoRREcrLY. cRIDLINE , AND
NOOT SCNCCN FRAMING PI-AN.
di
SCNECN FRAMING P|.AN.
F-
FRAMING PI.AN.
I . | .. , , , , , :: lEareacceptableexceptwhererection or engineering drawings an
noted.ffin strensth rasreners were instatted p.e.r appliga,bl-e fJ[,tJ:::19''::"'i::T,::#:f"ff:S'iil#'['ilT:y"3i:"J"HffT":'u]:'11ffi:9ilil"fi;'p."1iiir11d'"",::i."':*l::,"n'"* l'lg;iJ"i*
fr,:'ifi'Jililil:: ffiT,ff1.if'H:li';Hil:iii{filri" elnidr{-,^,-Liquidfenerrant unrasonicsX
fi : ffi ;#ffiJ';#; ;;t i ns ;i-re,iu i ;ed byrhe aipr i ca ore Aws we rdi ns cvode.
vyttluD wsl I qr.er IvtY' rw .'- '. , rt^ v
trititttert reports hevc bccn submittod. (Structural P1""1) I-"1-==; ..;,^.lx*;mH'L'3*:iH:i':#;H':ililil?;:H, ;or;*o' "ii"n"i'*' ;f:::i:,Y':disposilioned bvthe ens'neer
ffil!ffi'ffi;;J"iiJil,.,irr X ; comptere _ ereclion inspeclion ror rhis projec{.
lnsDec{or KEVIN JOINER
C/^,6
n
llmremnnoumTA[N 2965 Sourh Shoshone
Englewood, Colondo 80t l0
Phone 303-761-0650
r-800-142-5621
FAX-303-761-0658
cUsToMER/PRoJEcT: CTL THoMPSoN (GLENWOoD SPGS.) P.o'# VAIL VATLEY MEDICAL CENTER
AuthorizedBy lf'C' Job # VAILVALLEY MEDffi
QualityRequirernents-SectionNo. ITCOASECTIONII'I ProcedureNo' AWSDI l-2000
Tecbnique Information:-
Mat€rial Thic.kness 5/16 - 3/4"
WeldJointAWS CJP SINGLEBEVELWITI{BACKING --
vachine KRAUTKRAMERBRANSoNUSN-S2 S11tlflkiffiffi;mre#"xsl4' -- Frequencv 2'25Mlz
Rebspect after rework R€rna*s
Weld ldentification QuathtY Acc€pt Reject
BOTTOMFLA}iGE
I.913 lEA 1EA
BACKTNGINCORRECTw2
Flz
lEA 1EA.
lEA 1EA BACKING INCORRECT
w1
F/1
lEA 1EA TOPFLANGE
1EA.TOPFLANGEiEA
-BACKINGINCORRECTJt4lEA1EA.
BACKINGINCORRECTw5
F15
1EA.1EA
1EA.I EA.BOTTOMFLA}IGE
WELD UNDEIU{TTFJ}
D12 lEA 1EA.
BOTToUFING & _v4 2EA 2EA
TOP FLAI'IGE
ONLYREJECTABLE
WELDS ARELISTED
ABOVE. ALLWELDS
ONROOF SCREEN
WERE U.T.ed. '|'*SEE
REMARKS.
Inspector KEVINJOINER l*vel II DaylDne T1JES'315102
Assistant JOEFERGUSON HoursofSffi SEEPGI TotaiHo:rs SEEPG'I
.n'.
U mrcRnnouNTA[N 2e65sou(hshoshone
-
Englewood' Colorado 801 l0
Phone 303-761'0650I f;.*+fi,*;*tF,l-45"UiUtj'l\tr: E l-800-742-5621
FAx'303'7614658^- -r : t:'i{,i:- '":f /6\. -]i *:, ":, -.,'- [EomRANV
L
oUTSTAND|NGD|SGREPANGYREPoRT
customercrLlFlg4PSg=!!9J-E4ryP9=D) "u"ot"ttolffiJow vnrr-vnr-r-evffi sPec/code-
ffi obtot*""t,
operator KEvtn i6in-lR- - customer Rt
o Ker,n
f-t :.
U mremnnouNTAIm 2965 South shochone
Englewood, Colorado E01 l0
Phone 303'761'0650
r-8W-1 42-562r
F.dx.l03-761.0658
I.T.C. INSPECTION REPORT
Gustomer CTLTHOMPSO!{G WO D
J"# "tntwnitEv l,teorcru ceNren
Date MARCH 12.2002
11ou,=o1g6;n S'gO 7.-t
Milease to 100 Mileage From ruu
Operitor KS/!N JOINER -' -PerDiem Yes no--L-
sgrsrlffi
Dav of tlJeek TUESDAY
ioiat nours fooaY E HRS
Totral Mileage 204
Assistant NA ,'tt"t"t n"Pt"*"t"w" DAN DOWNING
REIvIARKS: oNrHlsoot='ott'*^o'"T,o,E[PT.?F,? ^ 5ffiff
oECNEPMCES UST.
o
I NlIAON
customer CTLTHOMPSON (GLENW@
Job/Report # VAIL VALLEY MED. CE
Date MARCH 12.2002 - - -
Hours of shift-sEE-Pc.'L AM to
-
nn
Mibage to SEE PG. 1 Mileage From
-
Operator KEVIN JOINER .. --
Pir oiem Ves --.- No X
STRUCTURAL STEEL
ERECTION INSPECTION REPORT
Customer PO # VAIL VALLgy MED' CEN]ER - .
spec/cooe AwS D1.1'D1.4 & ASTM A325lA490
Div of Week TUESDAY
Toial Hours TodaY SEE PG' 1
Total Mileage SEE PG. 1
Assistant l'lA ,,
Customernepresentative DAN DOWNING
2965 South Shoshone
Englewood, Colorado E0110
Phone 303-?6t{650
1-8m-742-5621
FAX-303 -761-065 8
Page 2 ofil
pReuousr-v oN o.D. LlsTS.
FtaDtg ;^CEF rr-rte;e
The;bofi items ha\re UeenJfiffifrfEEinst erection or engineering drawlngs an
o
lnsDeclor KEVIN JOINER
n
ll mremnnouNTAIN 2965 South Shoshone
Eoglewood, Colorado 80 I I 0
Phonc 303-761-0650
l -800-742-5621
FAX-303-76146581,.':r i.,.,./fi\ ,":
[Dom
ULTRASONIC EXAMINATION SUMMARY
Machine KRAU lrXarVsx t*t"t"" ""- - nE-lvf1z---
iffi hrequenc'-r
o
Reinspect after rewcnk Remarks
Weld ldentidcation Qunttty AccQt Reject
YESlEA1EA1.913
1EA 1EA YES
YESw2
I EA.1EAF12
1EA YESw1lEA
lEA 1EA.YtsS
F/1
lEA lEA YtsS
Jl4
I EA.1EA YES
YESffi
w5
1EA.r EA.F/5
I EA.1EA.Dlz
2EA.YESa42EA
-ONLY
RE ECTABT4
WEMS ARELISIED
EEOVE. ALLWELDS
ON ROOF SCREEN
-WEREU.T.ed. **SEE
REMARKS.
?ItrW€ctor
I a'lat n D av/Date TIJES' 3ll2lo2
' a TotalHours sEE PG'l
HorusofShift SEEPGI
.Assl.llt8trl t\,^
o6
296J Sau& Shcshone
E gle\rood' Colorado 80i iC
Phone i03-?51-CS'<0
i#;1f i%"
DISCREPAilCY REPORT
?lS"'iinr
Bff,-
OUTSTAHDIHG
H
dv of Week TUESD'flr
Customer RePresentawe-
o Ker;n
LETTER OF TRANSMITTAL
The Beck Group
P.O. Box 8529
Avon, CO 81620
ATTN: Mr. Doug Workman
Date: 03107102
Project: VailValley
Phase I Expansion &
Job No.: GS-3479
MedicalCenter
Renovation
WE ARE TRANSMITTING:
FOR DATES:
Weld and/or bolt inspection results
February 26,2002
REMARKS:See attached summary reports for information.
CTUTHOMPSON, INC.
CTL/THOMPSON, INC.
CONSULTING ENGINEERS
234 CENTER DRTVE r GLENWOOO SPRTNGS, COLORADO 81601 r (97O) 945-2809
Dan Downing
Laboratory/Field Manager
WELD/BOLT INSPECTION REPORT SUMMARY
Client: The Beck Group
Project: Vail Valley Medical Center
Phase I Expansion & Renovation
Job No.: GS-3479
lnspection Date:
Field Rep.:
February 26,2002
RP
TYPE OF INSPECTION/APPLICABLE CODE
Visual Weld
AWS D1 .1-98 Sect. 6.9
Magnetic Particle Weld
AWS Dl.1-98 Sect.6.'10
Liquid Dye Penetrant Weld
AWS D1.1-98 Sect. 6.10
tr
T
T
u
u
tr
Ultrasonic Weld
AWS D1 .1-98 Sect. 6.13
Decking
.989 Sect. 4.5
E
AWS D1
High Strength Bolt etsc spec. for slructural
Joinls using ASTM A 325 or4490 Bolls, Sect. 8 & 9.
Anchor Bolts
Proiect SDeciflcations
Location and Description of Work:
WELDS AND BOLTS
1. See attached.
At the time of our inspection, the items observed met the quality standards sited above unless noted below.
Discrepancies were observed, please see the attached.
Specific information is presented on the following inspection reports
n
II NTffiM@UNTAON
q?
Ll esruroo
salsE ss_DlyrslgN
296-5 South Shoshone
Englewood. Cotorado 801 l0
Phone 303.761-0650
t-800-742-5621
FAX -303-761 -0658
AssistantNorCustomerRepresentative EtRlt bo\Nt\r\iLG
Go*u^*o I.T.C. INSPECTION REPORT
Customer Customer PO #
Job#Spec/Code R\^rE bl .\
Date Z'"tp- S2.DayofWeek TuEs.
Hours of Shift s'.os AM to
-\1!Q-
AM Total Hours Today (a
Mileage to \S3 Mileage From Total Mileage \S3
Operator
Per Diem
R.c'Lpq't R.'\\qe-L
Yes
REMARKS:
ROBERT POLLOO(
Awsc:wl # 91121211
ICBO CERT. # 0870521-85
Sisnature K.l-a,) \\. RoAIB{>
r '--.ltui
LETTER OF TRANSMITTAL
The Beck Group
P.O. Box 8529
Avon, CO 81620
ATTN: Mr. Doug Workman
Date: 02125102
Project: VailValley Medical Center
Phase I Expansion & Renovation
Job No.: GS-3479
WE ARE TMNSMITTING: Weld and/or bolt insoection results
FOR DATES: Februarv 12.2002
REMARKS: See attached summary reports for information.
CTUTHOMPSON, INC.Nr\Ufu/ {*-br-^,,,no\ilKN
Dan Downing
LaboratoryiField Manager
CTL/THOMPSON, INC.
CONSULTING ENGINEERS
234 CENTER DRIVE I GLENWOOD SPBINGS, COLORADO 81601 T (97O) 945.2809
WELD/BOLT INSPECTION REPORT SUM MARY
Client: The Beck Grouo
Project: Vail Valley Medical Center
Phase I Expansion & Renovation
Job No.: cS-3479
Inspection Date:
Field Rep.:
February 12,2002
RP
TYPE OF INSPECTIONiAPPLICABLE COOE
Visual Weld
AWS D'1.1-98 Sect. 6.9
Magnetic Particle Weld
AWS D1.1-98 Sect.6.10
Liquid Dye Penetrant Weld
AWS D1.'1-98 Sect. 6,10
n
T
T
tr
T
l
Ultrasonic Weld
AWS 01.1-98Sect.0.13
Decking
1.3-89 Sect. 4.5
E
AWS D
High Strength Bolt Alsc spec. for structurat
Joints Usihg ASTN4 A 325 or A490 Bolts, Sect. 8 & 9.
Anchor Bolts
Proiect SDeciflcations
Location and Description of Work:
WELDS AND BOLTS
1. See attached.
At the time of our inspection, the items observ ed met the quality standards sited above unless noted below.
Discrepancies were observed, please see the attached.
Specific information is presented on the following inspection reports
U mremnnoumrArm
a ll trsromo!z-
Go*u^*o
Customer
Mileage to \O3 Mileage From \b3
OoerJtor RsbERT b\\ocji
Per Diem Yes
REMARKS:
Job#
COLORADO DIvISION
2965 Soulh Shoshonc
Englcaood. Colofldo 80t t0
Phonc 303.761.0650
r-800-?4?-562t
FAX -103-?6 l-0658
Spec/Code
Dav of Week TU ES.
Toial Hours Today '1
Total Mileage ?Ob
Assistant
Customer Representative DRN bo\A.tNlNe
I.T.C. INSPECTION REPORT
Customer PO #
trto /
ROBERT POLLOCK
AWS CWI # 91121211
rcBo CERT. # 0878521-85
Signature RS,e) H', Pf-elt\L
LETTER OF TRANSMITTAL
The Beck Group
P.O. Box 8529
Avon, CO 81620
ATTN: Mr. Doug Workman
Date: 02112102
Project: Vail Valley Medical Center
Phase I Expansion & Renovation
Job No.: GS-3479
WE ARE TRANSMITTING:
FOR DATES:
Weld and/or bolt inspection results
January 24 and February 4,2002
o REMARKS:See attached summary reports for information.
Dan Downing
Laboratoryi Field Manager 4/1//
CTL/THOMPSON, INC.
CONSULTING ENGINEEBS
234 CENTER DRTVE r GLENWOOD SPR|NGS, COLORADO 81601 I (97O) 945-2809
io
WELD/BOLT INSPECTION REPORT SU MMARY
Client: The Beck Group
Project: Vail Valley Medical Center
Phase I Expansion & Renovation
Job No.: GS-3479
Inspection Date:
Field Rep.:
January 24 and February 4,2002
KJ
TYPE OF INSPECTION/APPLICABLE CODE
Visual Weld
AWS D1 .1-98 Sect. 6.9
Magnetic Particle Weld
AWS Dt.1-98 Sect. 6.10
Liquid Dye Penetrant Weld
AWS D1 .'1 -98 Sect. 6.10
n
u
u
tr
n
T
Uttrasonic Weld
AWS 01.1-98 Sect. 6.'13
Decking
AWS D1.$89 Sect. 4.5
High Strength Bolt Alsc spec. for structural
Joints Using ASTM A 325 or 4490 Bolts, Sect. I & L
Anchor Bolts
Project Specifications
Location and Description of Work:
WELDS AND BOLTS
1. See attached.
At the ti on, the items observed met the quality standards sited above unless noted below.
screpancies were observed, please see the attached.
Specific information is presented on the following inspection rePorts
NT€tsilflOUNTAIN
Customer CTLTHOMPSON(GLEN
Job# VAIL VALLEY MEDICAL CENTER
O"t"
l-{ours of Shift IQQ_ AM to 3:00 PM
Mileage to _j!9_Mileage From 100
Operator KEVIN JOINER
2965 Soulh Shoshone
Englcwood, Colondo 801 l0
Phone 303-761-0650
1.800-742-5621
FAX-303.761-0658
Page I of!
Customer PO # VAIL VALLEY MEDICAL CENTER
Spec/Code AWS D1.1-D1.4 & ASTM 4325/A490
DayofWeek THURSDAY
Total Hours Today 11 HRS
Total Mileage __-.?00
Assistant N/A
I
o I.T.C. INSPECTION REPORT
57'.;..;41';;;,:.' ',
U .es ,E$m,*g,,
Gt*ud*o
Per Diem Yes NoX Customer Representative DAN DOWNING
REMARKS: ON THIS DATE, A VTSUAL AND/OR OTHER NONDESTRUCNVE EXAMINATION WAS PERFORMED
ON CONNECTIONS, EMBEDS, PRECAST, DECKING, SHEAR CONNECTORS, BOLTED CONNECTIONS AND
OTHER STRUCTURAL COMPONENTS AS LISTED ON THE ATTACHED ERECTION OR FABRICATION
INSPECTION REPORTS.
'o
Signature
COLORADO DIVISION
2965 South Shoshonc
Englcwood, Colorado 801 l0
Phone 303-761-0650
r-8m'-142-5621
FAX-303-?61-0658
STRUCTURAL STEEL
ERECTION INSPECTION REPORT
Customer CTLTHOMPSON(GLEN
Job/Report # VAIL VALLEY MED. CENTR
Date JANUARY 24.2002
Hours of ShiftjSELPG._L_ AM to _ AM
Mileage to SEE PG 1 Mileage From _
Operator KEVIN JOINER
Per Diem Yes SEE PG.1 No
Page lof 2
Customer PO # VAIL VALLEY MED. CENTER
Spec/Code AWS D1.1-D1 .4 & ASTM A325/4490
DayofWeek THURSDAY
Total Hours Today SEE PG I
Total Mileage SEE PG '1
Assistant N/A
CustomerReoresentative DANDOWNING
ULTRA.SONICALLY TESTED ALL MOMENT CONNECTIONS ON
THIRD FLOOR LEVEL OF VAIL VALLEY MEDICAL CENTER
CJP COLUMN SPLICE WELDS EXHIBIT UNDERFILL ON CAP OF
WELDS, LOCATED ABOVE 2ND FLOOR LEVEL, GRIDLINES G/7
NORTH AND SOUTH, AND J/7 NORTH AND SOUTH.OHIS ITEM
WAS ON A O.D. LIST DATED 121'IEIO1. THIS ITEM HAS NOW BEEN
REWORKED AND FOUND TO BE ACCEPTABLE AT TIME OF THIS
HORIZONTAL WELDS MADE BE TWO WELDERS HAVING WELDER
OUALIFICATION RECORDS SUBMITTED INDICATING TESTING IN
FLAT POSITION ONLY.IS ITEM WAS ON O.D. LIST DATED
1i,18101. WELDER QUALIFICATIONS HAVE NOW BEEN REVIEWED
AND ARE FOUND TO BE ACCEPTABLE AT TIME OF THIS
UNDERLENGTH, UNDERSIZE, OR MISSING WELDS ON 2''X2"
X.BRACES BETWEEN BEAMS ON 2ND FLOOR LEVEL. APROX.
LINES G-H.2, 3.5-4 AND H.7-.J,4-6.S ITEM WAS ON O.D. LIST
DATED 12118101. THIS ITEM HAS NOWBEEN REWORKEDAND
IS FOUND TO BE ACCEPTABLE.
UNDERSIZE WELDS ON W18X4O BEAM/COLUMN CAP PLATE
CONNECTIONS ON 2ND FL LEVEL. ALL LOCATIONS.ffHIS
ITEM WAS LISTED ON O.D. LIST DATED 1?,18101. THIS ITEM HAS
NOW BEEN REWORKED AND IS FOUND TO BE ACCEPTABLE.
The above items have been checked against erection or engineering drawings and are acceptable except where noted.
All high strength fasteners were installed per applicable ASTM specification unless otherwise noted.
All welding was performed by qualified welders using acceptable procedures and eleclrodes unless otherwise noted.
Welds checked by Visual and: Radiography _ Magnetic Particle _ Liquid Penetrant _Ultrasonics f,
Welds were cleaned after welding as required by the applicable AWS Welding Code.
, ^. Mill test reports have been submitted. (Structural Steel) Yes No X
! ttems marked as rejected are to be conected, replaced, or repaireO, untess othen^,ise dispositioned by the engineer.
This report represents: Partial X ; Complete erection inspectior!,for this project.
Inspecto!-(cwt / oc-1\
2965 South Shoshonc
Englcwood, Colorado 80110
Phonc 303-761-0650
t-8w-'142-562r
FAX -303 -761 -0658
Page I of2
Customer PO # VAIL VALLEY MEDICAL CENTER
Spec/Code AWS D1.1-D'1.4 & ASTM A325lA490
Day of Week MONDAY
Total HoursToday 10 HRS
Total Mileage 200
Assistant N/A
Customer Representative DAN DOWNING
REMARKS: ON THIS DATE, A VISUAL AND/OR OTHER NONDESTRUCTIVE EMMINATION WAS PERFORMED
ON CONNECTIONS, EMBEDS, PRECAST, DECKING, SHEAR CONNECTORS, BOLTED CONNECTIONS AND
OTHER STRUCTUML COMPONENTS AS LISTED ON THE ATTACHED ERECTION OR FABRICATION
I.T.C. INSPECTION REPORT
Customer CTLTHOMPSON(GLEN
Job# VAIL VALLEY MEDICAL CE
Date FEBRUARY 4.2002
Hours of Shift 5:00 AM to 3:00 PM
Mileage to 100 Mileage From 100
Operator KEVIN JOINER
Per Diem Yes NoX
INSPECTION REPORTS.
Signature
'l
*o=**'uNTAIN
2965 South Shoshone
Englcwood. Colondo 801 l0
Phonc 303-?61-0650
L-8ffi-142-5621
FAX -303-?6 l -0658
STRUCTURAL STEEL
ERECTION INSPECTION REPORT
Customer CTLTHOMPSON(GLEN
Job/Report#
Date FEBRUARY 4.2002
Hours of Shift_..,SEE PG._l__ AM to _ AM
Mileage to SEE PG 1 Mileage From _
Operator KEVIN JOINER
Page ! of!
Customer PO # VAIL VALLEY MED. CENTER
Spec;/Code AWS Dl .1-D1.4 & ASTM A325/4490
Day of Week MONDAY
Total HoursToday SEE PG 1
Total Mileage SEE PG 1
Assistant N/A
CustomerRepresentative DAN DOWNINGPer Diem Yes SEE PG.1 No
The above items ha\€ been checked against erection or engineering drawings and are acceptable e)cept where noted.
All high strength fasteners were installed per applicable ASTM specification unless otheMise noted.
All welding was performed by qualified welders using acceptable procedures and electrodes unless otherwise noted.
Welds checked by Visual and: Radiography _ Magnetic Particle
-
Liguil Penetrant
Welds were cleaned afier welding as required by the applicable AWS Welding Code.
Mill test reports have been submifted. (Structural Steel) Yes NoX
Items marked as rejected are to be corrected, replaced, or repaired, unless otherwise dispositioned bythe engineer.
This report represents: Partial X ; Complete erection inspectionJor this project.
Ultrasonics X
llem Description/Remarks Disoosition
Accepted Rejected O.D. List
Yes/No
1q ULTRA.SONICALLY TESTED ALL MOMENT CONNECTIONS ON
ROOF LEVEL OF VAIL VALLEY MEDICAL CENTER ADDITION.X
16.ULTM-SONICALLY TESTED BEAM SPLICES BETWEEN SECOND
AND THIRD FLOOR LEVELS. WELDSATTHE FOLLOWING
GRIDLINES EXHIBITED INCOMPLETE FUSION TO BACKING BAR.
J/5 AND FJ4.tx
17.VISUALLY INSPECTED DECKING PUDDLE WELDS AND TEC
SCREWS ON THIRD FLOOR LEVEL OF VAIL VALLEY MEDICAL
CENTER.X
18.VISUALLY INSPECTED AND PING TESTED SHEAR CONNECTING
STUDS ON THIRD FLOOR LEVEL OF VAIL VALLEY MEDICAL
CENTER.X
19.VISUALLY INSPECTED WELDED CONNECTIONS ON BENT PLATE
AROUND PERIMETER OF THIRD FLOOR LEVEL OF VAIL VALLEY
MEDICAL CENTER.
./ia \\/ #1,:\
/*.\.
O '".".,t'-rurruIR .\
\. ""rr-' .V\"'z,V
,(D
Inspector
/cwl /oc-1\
LETTER OF TRANSMITTAL
The Beck Group
P.O. Box 8529
Avon, CO 81620
ATTN: Mr. Doug Workman
Date: 01nolAz
Project: Vail Valley Medical Center
Phase I Expansion & Renovation
Job No.: GS-3479
WE ARE TRANSMITTING: Weld and/or bolt insoection results
FOR DATES:December 26.2OO1
REMARKS: See attached summary reports for information.
CTUTHOMPSON, INC.
\. r\DfnJ {--br'<''-'t1?2'7
ri
il ju
{
.Vd'*v
Dan Downing
Laboratory/Field Manager
BESrcoPy t
AVAILABTE
IYI-LLrtLr\rLl llIrJ'. Err, IlLrlI r\Ef \,f\l rJullllylAr\|
Client: The Beck Group Inspection Date: December 26,2OO1
Project: Vail Valley Medical Center Field Rep.: KJ
Phase I Expansion & Renovation
Job No.: GS-3479
TYPE OF INSPECTION/APPLICABLE CODE
Visual Weld
AWS 01.'1 -98 Sect. 6.9
Magnetic Particle Weld
AWS D1 .1-98 Sect. 6.'10
Liquid Dye Penetrant Weld
AWS D1 .1-98 Sect. 6.10
tr
D
tr
n
T
E
Ultrasonic Weld
AWS D1 .1-98 Sect. 6,13
Decking
1.3-89 Sect. 4.5
E
AWS D
High Strength Bolt AlSc Spec. lor Structural
Joints Using ASTM A 325 or 4490 Bolts, Sect, 6 & 9.
Anchor Bolts
Proiect Specifications
Location and Description of Work:
WELDS AND BOLTS
1. See attached.
At the time of our inspection, the items observed met the quality standards sited above unless noted below.
LJ Discrepancies were observed, please see the attached.
BEST A
COPY
AVAILABLE
| | -;^,ir*.'. ..,.., .'"i.-- lJ! I litAi)lJL\ lt- llA.Alvlll\AI l\Jl\ D U lVllYlAl( rvJ'/or-\ )ro
\y/\t rr,u|.r#JNu,
CUSTOMER/PROIECT: CTLTHOMPSON(GLENWoOD) P.O.# VAILVALLEYMEDICAI CENTER
AuthorizedBy DANDOWNING I.T.C. Iob #-
Quality Requireln€nts-Section No. AWSDl.l Procedure No. ITC-OA-II.I
Technique hformation: AS PER AWS Dl.I-SECT. 6.
Mlterial Thickness ll2' &314"
Weld Joiat AWS SINGIE BEVEL W/BACKI}I'G
Machine KRALffi(RA]vERUSN 50
Trarsducer 314"X3/4"
Couplant ULTRA-GEL
Frequency 2.25 MIZ
BEAM TO COLUMN
REMARKS: WELDS LISTED ABOVE ARE ALL BEAM TO COLIIMN CONNECTIONS AT GRIDLINES LISTED.
LETTER OF TMNSMITTAL
The Beck Group
P.O. Box 8529
Avon, CO 81620
ATTN: Mr. Doug Workman
Date: 01108102
Project: Vail Valley Medical Center
Phase I Expansion & Renovation
Job No.: GS-3479
WE ARE TRANSMITTING:
FOR DATES:
Weld and/or bolt inspection results
December 13, 14,18 and 26, 2001
REMARKS:See attached summary reports for information.
Inspection are for shop fabrication.
CTL/THOMPSON, INC.
N!-)l*'/t,tq_-,O6,4,b-lr'/1r=
-)
Dan Downing
Laboratory/Field Manager
CTL/THOMPSON, INC.
CONSULTING ENGINEERS
234 CENTER OR|VE . GLENWOOD SPRTNGS, COLORADO81601 . (970) 945-2SO9
,ry,(
)/tO
WELD/BOLT INSPECTION REPORT SUMMARY
Client: The Beck Group
Project: Vail Valley Medical Center
Phase I Expansion & Renovation
Job No.: c5-3479
Inspection Date:
Field Rep.:
December 13, 14, 18
/-l\JJ
and 26, 2001
TYPE OF INSPECTION/APPLICABLE CODE
Visual Weld
AWS D1.1-98 Sect. 6.9
Magnetic Particle Weld
AWS 01.1-98 Secl.6.10
Liquid Dye Penetrant Weld
AWS D1.1-98 Sect. 6.10
n
l
n
tr
T
tr
Ultrasonic Weld
AWS D1.1-98 Sect.6.13
Decking
.3-89 Sect. 4.5
E
AWS D1
High Strength Bolt Alsc spec. for structural
Joints Using ASTM A 325 or 4490 Bolts, Sect. 8 & 9.
Anchor Bolts
Proiect Soecifications
Location and Description of Work:
WELDS AND BOLTS
1. See attached.
At the time of our inspection, the items observed met the
Discrepancies were observed, please
quality standards sited above unless noted below.
see the attached.
Speuiliu irr[orrrralion is presented on the following inspection reports
o
GOMMERGIAL TESTING LABORATORIES
A DIVISION OF CTL,/ THOMPSON, INC.
22 LIPAN STFEET DENVEF, COLORADO AO2E3 3O3 ,/ A258777
client: VAL VAL4/il&. Cf<.
Project: SA/4€
Contractor: 2 tflr<dK
oate: /*/34/
Project No.: (a fi477
Inspector: 4T
REPORT OF VISUAL WELDING INSPECTION
LocationandDescriptionof Work:W/AL/WpA6p4gVrcq,4lm/{@t6
aF Fau- nt44@,U /4& -o7y a6e<rurzzz6l4t iler%fumtrAt
LtzTp4,va% -TA/SPA-@N E</n-.
Report No: yr/--/il
ield Welding:
Types of welds: FAZZfu/
Welding Positions Used:f
lnspected: /AAtda''
ecceptea:ftfu) b
Discreoancies Noted:
I stanoa rd or code:Al)S O/, / -;ffi
Weath er Conditions : ft1 /d<
Type and Capacity of Machines:'/l)B44
Elearodes:4/F /
wetd sizes: t /Z'/ 34
SUMMARY
Total Lineal lnches of Welds Made: I OO "6 4AV<Are'
aeiectea;gfl
3e
*ffi'fl:
Field Copy 1o' ;7;-' t ' t-Reviewed By:
COMMERCIAL TESTING LABORATORIES
A DIVISION OF CTL ,/ THOMPSON, INC.
DENVEF, COLOFADO AO223 3c3 ,/ A25-3207
REPORT OF ULTRASONIC TESTING OF WELDS
C< LIFAI\ O I FIEE I
Report no.4s g+zQ
Weld identification
Material thickness
Weld ioint AWS
Welding process
Qualily requirements - section no.
Fiemarks
o,
E
o:
!t:
q,
9@
F-e
FCg
o(J
clt!
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LL
olq)J
Decibels Discontinuity
o
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5v
o
a
tD>(Eg
ot-
=.E
:Y Ol
o.J
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(! P!
?id<t E:i
E€
*=d3lrA
fr,.MAR,'1 IffiA
trAsr roQ -'7a)A t.Z +L 6 AO'.EryABE
3 Asr Brrrl-l 7D'A /-z 47 fl€As7'TaP-2 4t'4 /-z 4Z B
5 r'4ST 87771-e r'2'A tz +z 2
6 Wtr,ST TD*7/A /"2 42 B
7 b{6T rn?- |7a'A /-z h_B
8 W€ST EN-E 7A'4 rZ 4=aw& 877n3 7/"A /-z +z a \
10 k^mn(// t2zA
1'1 as- TaP- /7D,A t.z 42 a A@A413_gETEt4-)7d A /t 42 3
13 asrTaP-7 72'A T,Z z a
14 ano6nn2 vo-/J E ry a
15 t6T rzf-t /A /z %?,
to N6TffiF 7n'lJ /z 4Z B
17 W6z T?P-2 72'A t.z %awg BZrzvS 7//A /z--'rz z \
19
20
scREEN DIM: H- oorrt
,aea.Z. ZizilLsve,
pse KZaCZ s/il v
COMMERGTAL TESTING LABOIIATOHIES
A DIVISION OF CTL,/ THOMPSON. INC.
22 LIPAN STFIEET DENVEFI. COLOFADO 40223 3O3 /.8254777
o^r",tU-/f-2/
Project No.: (a fi47?
Report No.: W'-ff
, InsPector: 4f
REPORT OF VISUAL WELDING TNSPECNON
Location and Description of work: 1764t/L ,<UO A44qfuV,rcqnfnln4tgaF Fuu_ tu/qeotu)U _ 4/_€iE -a7y A6@46'fmffi ail
client: VAL VAL4 ,/4Q.6f<.
Project: Sr4/4 €
Contractor: 2 tflr<&-
I Standardor Code:Ad)S O/,/-fu
Weather Conditions: A /q<
Type and Capacity of Machines:,HOBA,3
Etectrodes'fl/F /3a
weld sizes: t /z'/ 3/+
SUMMARY
Total Lineal Inches of Welds Made: 1O0"6 CaV<aae
aeiectea:/fl
Discreoancies Noted:
ield Welding:
Types of welds: FaZtfu/
Welding Positions Used:f
lnsoected: /AAt6
e""pt"a,/OD 7
o
Field Copy To: - " 'Reviewed By:
GOMMERCIAL TESTING LABORATORIES
A DIVISION OF CTL ,/ THOMPSON, INC.
DENVER, COLORADO AO223 3O3 / A25-32O7
REPORT OF ULTRASONIC TESTING OF WELDS
22 LIPAN STREET
Reporrno. rZS3?n
Weld identification
Maledal thickness
Weld joinl AWS
Welding process
Ouality requirements - section no.
Remarks
-o
E
q)
:
o
.9X5-o
q,
H6
l- (!
q)
(t
Eo
l!o)
Decibels Discontinuity
.9
(E
E;
o
o)
qt>(r-9
o
o
=Y< .::
o
:i:o)
o
6:9i-a
f;:9;;&€4
-=
5Sc
Ft.mnPE
2 t253A
3 AS7 TOPI 7A I t.z r/z fl Acz:ffiv674-ffig/z-t va A l-z n o
FASTnP-?70'A /'z q7 oAsr Frz'?z 7A'A tt ry B
7 'h/srTarz'l 70'A I'L 17 I
I wgBT%l 7a'A t'z rz Btt'672F3 7/,a l'z qL I
10 wgBrn'2 /o'A I'Z ,/>I n/
'Il
IJ
14
15
to
17
18
19
20
SCOPE:
'<E A9IV-SA
S/N:prl/)Ey d scneer't oru:./a I oorr, 42o/.
CALIBRATION SETTINGS
cern: 47 REJEcT:
TFANSDUCER:
",*
&6Zy'E *r.ZE lr?Zsze,t6Htfu 'o*o* F4o METHOD:tuvnA
TEST N,,IATERIAL;4sza -sa REFERENCE STANDARD:ni kba< s// 7#5?5
The above welds were prepared and tested in accordance with the requirements of 6C ol AWS ,,., ( @ ,structural Welding Code.
Test date
Technician
.
._ih_ri_, ;o., ,1i= :*,, ..,,.".
COMMEIICTAL TESTING LABORATORIES
A DIVISION OF CTL,/ THOMPSON' INC.
22 LIPAN STFEET DENVEF, COLOFADO BO2e3 PO3 ,/ A25Q777
34
o^t", lE /fr-O/
Project No.: Q fi47?
Report No.: 1f-4ft4lnspector: 4J.
ield Welding:
Types ol welds: FaZzfu/
Welding Positions Used: f
Insoected: /AA%
a"t"pt"at/Oo 7
SUMMARY
client: VAL VAL4/ZQ . ff<,
Project: S.</4€
Contractor: 2l flrA&
REPORT OF VTSUAL WELDING INSPECTION
Location and Description of Work: VEAAL ,<lO l/F&4gt/lCqWlFoF Ftlu- ruV€TMu .u;Zk-a7y a6i@4EAril rz614t aail @'ru_fub Ar,aL7z4.?A% -T//S PffiN ru<rrl- .
O Standard orCode:7Q^Q$ O/,/-ffi
Type and Capacity of MachinesTHOEK,T
We ath er C o nditions C4 /A<
Electrodes:C,/F /
weld sizes: t /z'/ 3/+
Total Lineal lnches of welds Made: lao?t 'ov<Are
Discrepancies Noted:
Field copy To' - t/zr4 Reviewed By:
COMME]ICIAL TESTING LABORATO]IIES
A DIVISION OF CTL ,/ THOMPSON, INC.
DENVER, COLORADO AOez3 3O3 / A?5-32O7
REPORT OF ULTRASONIC TESTING OF WELDS
<< LIFAI\ - I FIEE I
Reportno. 4.=3y'*l
weldidentirication E/1 (t f€Maleriaf thrckness /, 79'
Weld joint AWS
Welding process
Quality requirements - section no.
Remarks
o
E
o
J
o.9h
o
!9o
FE,
Fd
q)
Qo-E
LL
o,oJ
Decibels Discontinuity
o
('
EE
a)
c)=(!
=Y< .::
.!f c
q)
J
6. nla:-:
i;s
E=
o=-.c
ft.mapl<
BSq.A
3 FA=7 TAP- 1 7t'A t.z 4Z a MCEfrABl'E
€ASTatVT - l 7a A It 47 u
c FxlSTra/-Z 7D'A t-z n ,457677fl'3 7t'A l.z 4Z 2
7 }VFSTPP. /D A /z +z B
I ,v€fam I 7a'A l.z ?z I
',/H
TDP'3 7/A lz 1z a
'10 fi€sT Erm-z 70',/I'L qL 2 \l/
t1 JFlll-Sno12 ')D 'A t.x t+2 (o Ail&fABre
5P4tl-5?2o77
sPql-EHa72
14 5/4tl-spana
15 5P+tl-sPttrl)
16 sPlll-SP-2aB
SP4/) 5P2o77
t6 3P4tl-5ffi72 \
19
20
REJECTT q SCFIEEN DIM:GATE:
raea. Z. Erzt/Z.t r,, 6E!,
The above welds were Drepared and tested in accordance with the reouirements ol 6c ol AWS D1.1 (WO \structurat wetding code.
o COMMERCIAL TESTING LABORATOEIES
A DIVISION OF CTL,/ THOMPSON, INC.
2E LIPAN STFTEET DENVEFI, COLORADO 40223 3O3 ,/ A25-O7 77
client: v/M- vA4q /va. cT< .
Project: S/nf7/ €
Contractor: fuZ@
oate://-p64/
Weather Conditions: Qp4p
Type and Capacity of MachinestA/&A
Etectrodes:gf,lT-/ - 7il
weldsizes: /,U-/4"
SUMMARY
Project No: AS34n
Report No.: 1ff6;71
lnspector: ffi
Welding Positions UseO: F
Location and Description-of work: lfulAC ,WP AC;K@MO d,4/m/,@/1d
otr tuLL P=:l/ffiw/1/a, aw oN @ rzazgaa'4W\/%<afra44 telogA ANa lffi+r4
, O stanoa ra or coae:rQ7fr pl / -2rc
@rierd werdins:
-2Types of Welds:hf ,
Total Lineal lnches of Welds Made: /A/6 ef@46 tn"p""t"o,./2/F
Reiecteay/Rewetdedyfl Accepted: ZtrF
Dscrepancies Noted:
GFEGOFY A.JARVIS
o
Field Copy ,o' ZTZZ/&(Z Reviewed By:
GOMMERCIAL TESTING L/ABORATOBIES
A DIVISION OF CTL,/ THOMPSON, INC-
DENVEB, COLORADO AO223 3O3 / e,25.o777
REPORT OF ULTRASONIC TESTING OF WELDS
Beport no.
22 LIPAN STREET
wetd dentitication,&1/ tA/
Material thickness
wetaioinrtws T-TA7lVT
Welding process
Ouality requirements - section no.
q)
E
q)
J
c
o.9:
o
I
9o
FO
o
o
E
LL
tfto
Decibels Disconlinuity
(!
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c()
o>tr-Q
(E
jf fi<5
c
l!h
:Y
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:9'l -q.:9 F :l
9;ltri g 7 at,
o>b c A
1 fr,nApl
t2to3A
P/.. | 'T+R 7/r A /z 4Z fr *zffitGL€Fl.2 T*R tu'td kz qz I
5 E- 3 7+R 7f ,A /.2 qz 7t
6 4.4 ToB tu'A /.2 4Z 1
STEE", EF/,7d'A l.Z 42 a
I tr E&/' t4/-H a',4 r.7 9Z a \r
Z./774P2.
10 t284A
PZ,. / TlR 7a'4 /.2 qz 2
12 fr.2 r*<U'A /-z 4Z B
13 E. S TfB 'il'A rZ 4Z I
14 A. 1 Tt'E 7/A /-7 42 a
15 sr EAA r.Ft v'/0 t.z fr 6
to {s*zl t*F1./n r7,..?z a w
18
20
REJEC'I: ? SCREEN DIM:
'U
GATEI
e
ANGLE
The above welds were prapared and tested in accordance with the requirements of 6C of AWS Ol I f .@ ) Structural Welding code.
Test date
Technician:
l\4anufacturer or
LEVEI:
LETTER OF TMNSMITTAL
The Beck Group
P.0. Box 8529
Avon, CO 81620
ATTN: Mr. Doug Workman
Date: 01lOBl02
Project: VailValley
Phase I Expansion &
Job No.: GS-3479
MedicalCenter
Renovation
WE ARE TRANSMITTING:
FOR DATES:
Weld and/or bolt inspection results
December 18,2001
REMARKS:See attached summary reports for information.
CTUTHOMPSON, INC,
bf", D-'-'5
Dan Downing
Laboratory/Field M anager
CTL/THOMPSON, INC.
234 .ENTER o.rvE r GLENW..D
""*,*3"o, S?o'*:I:Tn.r=juBSr:5:":
o
o WELD/BOLT INSPECTION REPORT SUMMARY
Client: The Beck Group
Project: Vail Valley Medical Center
Phase I Expansion & Renovation
Job No.: cS-3479
Inspection Date:
Field Rep.:
December 1E,2001
RP
TYPE OF INSPECTION/APPLICABLE CODE
Visual Weld
AWS D1.l-98 Sect. 6.9
Magnetic Particle Weld
AWS 01.1-98 Sect. 6.10
Liquid Dye Penetrant Weld
AWS 01.1-98 Sect. 6.10
trr
tr
tr
tr
l
Ultrasonic Weld
AWS D1 .1-98 Sect. 6.'13
Decking
.3-89 Sect. 4.5
E
AWS D1
High Strength Bolt Atsc Spec. for structural
Joints Using ASTI\4 A 325 or 4490 Botts, Sect. I & 9.
Anchor Bolts
Project Specifications
o
Location and Description of Work:
WELDS AND BOLTS
1. See attached.
At the time of our inspection, the items observed met the quality standards sited above unless noted below.
Discrepancies were observed, please see the attached.
Specific information is presented on the following inspection reports
il mremm@gmrAoru
H_ours of Shifl 6'.OO AM to S:Oo --Tttll
Mileage to \S3 .l\4ileage From \SB-
Operator Roberr.-r Po\\sex
-
COLORADO DIVISION
2965 Sourh Shoshonc
En8lcwood, ColoEdo 80t 1O
Phone 303-?61-0650
l-8m-742-5621
FAX-303-761{658
Page \ ofl_
CustomerPer Diem Yes
REMARKS:
I.T.C. INSPECTION REPORT
Customer PO #
NoX
Customer
Spec/Code-B$_S bl.l ,RS-rra e=z< _-
DayofWeek TugS.,-
lotat nAleage ?.ffi
Assistant
ROBERT POILOCK
AWS CWI # 91121211
rcBo CERT. * 0878521-85
o Signature
il myemnn'u*rAoN
COLORADO DIVISION
2965 Souah Shoshone
Englcwood, Colomdo 801lO
Phone 303-761-0650
r-800-742-5621
FAX-3 03-761 _0658
STRUCTURAL STEEL
EREGTION INSPECTION REPORT
Customer cTL rhor osor.r Geqr c-oNsr>Job/Report # SoBq'
Date
Hours of Shifl AM to
Mileage to Mileage From
Operator
Per Diem NoX
AM
Customer PO #
Page'Z of5_
soectcoae;pffi
Dayof Week TUES;
Total Hours Todav
Total Mileage
AssistantCustomer ..
Yes
The above items have been checked against erection or-engineering_drawings and are acceptable except where noted.All high strength fasteners were installei per applicable ASTM specification unless otherwise noted.
fl:H?']i:J:: t,:T::T:1:I.q::ll'_"-o-19lo"*,!'in!-".""pt"ore procedures and erectrodes unress othena,ise noted.ffi "'#5i,'
"''"" ;li]:gii:J'*welds were cleaned after werding as-requiieE o!-tne appticaote AWS werdind6ooe. rMill test reports have been submitted. (Siructurat St"jiV". -'"
ffil?J:'f::J:j:l::l?0"1i:,to be corrected.j*r-";;;, o;;"p;i|"ed, ,d"..'{"tr.,. -,p"sitioned by the ensineer.This report represents: partial / ; C;plj;--' erection inspecti his project.
I,nspector Rc,ag\+ \\ . Pr\Q0\Je.
ROBERT POLLOCK
AWS CWI * 91121211
ICBO CERT. # oa7E521_A5
UNTAIN
STRUCTURAL STEEL
ERECTION INSPECTION REPORT
COLORADO DIVISION
2965 Soulh Shoshonc
Englevood, Colorrdo gol l0
Phone 303.76r-0650
L-8M-142-562r
FAX-303-761-0658
Page '3 of5_Customer
Job/Report #jge!3
Dale \Z-\8 -s\
Hours of Shift Arrrr rn
M eage to .-_--:-:Mileage From
Customer PO #
1"1!:9uDay of Week -l-u
Total Hours Today
Total Mileage
AssistantCustomerRepres@ ..,
Operaror Ro,\e:el- Po\\6-e-\(PerDiem y". F
The above items have been checked against ereciion_or engineering drawings and are acceptable except where noted.All high strength fasteners were installed per applicable nsirrl specification untess otherwise noted.All welding was performed by qualified welders using acceptable procedures and electrodes unless otherwise noted.welds checked by Visual and:.Radiography ----------= tiagneiic particte
--
Liquid penetrant _Ultrasonicswelds were cleaned after werding as requiiec oy the appricabre AWS werding code.^ Mill test reports have been submitted. (Siructurat Steel) yes ffi t--
- ltems marked as reiected are to be corrected, replaced, or relliredffiEs otherwise dispositioned by the engineer..-v This report represenis: partial X - ;;;piete _ erection inspection for this Droiect.
Inspector R.A{r} H. Po$q{S.
ROBERT POLLOCK
aws cwr # 91121211
ICBO CERT. $ os7Es21-85
| roremnn'u*TArm
STRUCTURAL STEEL
ERECTION INSPECTION REPORT
COLORADO DIVISION
2965 South ShoshorE
Englcwood, Colomdo gOt IO
Phonc 303.761-0650
r-80f-,142_5621
FAX-303 -761 -0658
Page '* oi5_Customer
nours of Snrft
-
Mrleage to:----_ Mileage rroTl-
Job/Report #Customer PO #
Daie l?.-Spec/Code
Day of Week
Total Hours Today
.-peraro, GF.....:vsrtsq,Total Mileage
AssistantPerDiem y". F Customer Representativ@,,.:
The above items have been checked against erection or-engineering-drawings and are acceptabre except where notec,.All high strength fasteners were installe-d p.r.ppli""nt" ASTM specification unless otherwise noted.All welding was performed by qualified *"lo",s il.ing acceptabre procedures anJ erectrodes unress otheiwise noted.welds checked bv Visual ":1$d]:n-t_"flt
-'-
il;g"etic particte
-
Liquid penetrant
-uttrasonics
Welds were cleaned after welding as re_quiieO bl-tne applicable AWS Welding Code.Mill test reports have been submilted. tsiructui 6i"urr v"" Nn \zItems marked as rejected
".iu.tg.be "ori""t"o, r"pi-""Jj, iiip"*0, ,rr*.'linfi*" oep"sitioned by rhe engineer.Ints report represents: partial X ; Complete
tnspector RJxl.F \. afilnde_,
ROBERT POLLOCK
AWS C1^rI * 91121211
ICBO CERT. t ouE521_85
;tl
U
' !:i''
MFtrRM]OUNTAIN
STRUCTUR,AL STEEL
ERECTION INSPECTION REPORT
COLORADO DIVISION
2965 South Shoshonc
Englewood, Colorado 801 I0
Phone 303-761-0650
l-800-742-5621
FAX-3 03 -761_065 8
Page '5 of_5_Customer Customer PO #
Spec/Code
Day of Week TugS . '
Total HourstoaF
Total Mileage
Assistant
Customer nep ,
The above items have been checked against erection. or e_ngineering drawings and are acceptable except where noted.All high strength fasteners were installed per applicable Rsfla speciRcation untess otherwise noted.All welding was performed by qualified welders using acceptable procedures and electrodes unless otherwise noted.welds checked by Visual and: Radiography ---------= ti"gn"iic partiire
-liquid
penetrant ---
uttiasonicswelds were creaned after werding as requrieiTftne appricabre AWs werding code.
^Mi||testreportshavebeensubmj1ed.1siructurjStee|)YesJ ltems marked as rejected are,to be coirecled, replaced, or relfiEElnG. oin6EElil-"positioned by rne engineer.This report represents: partiar X ; comprete erection inspection for this project.
tnspector Rap.cir \. RRlrdF
-
ROBERT POLLOCK
AWS Cl'l'I * 91121211
IC80 GERT, * 0r7E521-E5
\ oFZ
COLORADO DIVISION
2965 Soulh Shoshonc
Englcwood, Colorado gOl lO
Phonc 303-761-0650
1-8m-7 A-562r
FAX-303-76t{658
OUTSTANDING DISCREPANCY REPORT
Job#__&_t9______ \ '-
Date \Z-t8-6\
Customer PO #Speclc.ooe.nur@
Day of Week -fuES.
Operator Rs\eet Po\\oelc
-
Customer Representative oRr+ soffi--
LJI\ I E
REPORTED
ITEM NO.DESCRIPTION DATE ITEM
CLOSED
\2-t*-1.\l z glsrR olaiD,Ei.ga- qn ^,& )><^"Aq .sratli
F.R. ,\-^\b s* ";:,-$*dro* d;*dt""^---a-
€.,r,-rEdo,ct..qb.s,- s'^ .r' a^A^.-'!F -l\i5. Ntr-r.
\2-\8-O\q cJP c^l,^rmu" ..s"Dieo. u"dls ,qrrhig*lr
.r$t\s,$,N!- o^ \.ao & .Nq9\b,,9t$tnh Nr.*-q
"trb, .llr nnrf\ r-.lodsn
\2-\s-o\\o tt*rira"a\ua *A\*. 1ac-\.'*d-q- f^, (z\u \ z---------
.^'"S\q"* \*;",.^re$.q, q^\s!r$As$b*-
.r.-s.a^\> q,^r$rnrldt6\ rnl ,'net^ro i.Ti,-a ;
tl* ";*i*^(to: -'L. ffi .!*"'o Gln\, ffi.$ar< z,E \!oar;, .*firil { .!ee}1r .-+l*ro*t,
(\' . \ 6 '.s*s.ru,, urril )trn-o l'- .r\rf .9 '+..,.o z r+P 99.-r,. 'rr(\
.m,nt\* o"l4}. .s.rr","nr *O' oo < lyffinr.
?ls^o!F I e"f,^rii/o. e *nx\-dis"f-bddh -i^Ia\\Jt
-
Signature R"9xfr-\, PSlx)_
ROBERT POLLOCK
AWS C1 'l*91121211ICBO CERT, * 0E7t521-85
n lli
u N._Ttrmm{DUNlrA0N
5Fi,i ri$ryF+n i:'
{f€S'W[ffiG =_-i: ry !,r:..i,.:'^ i.: i
ffr]. -. rri it';' x... ,,
t90nEPAmv
Zor?
COLORADO DryISION
2965 South Shoshonc
En gle,rood, Colorado 80 1 lO
Phone 303-76 I .0650
t-EW'!42-5621
FAX-303-7614658
OUTSTANDING DISGREPANCY REPORT
Customer PO # _Specicocienw@
Day of Week Tugs.
Customer ne
a
i
R,OBERT POLLOCK
AWScl|It91121211
ICBO CERT. * 087E521-E5
Job#__8oES-________ \ ----
DATE
REPORTED
ITEM NO.DESCRIPTION DATE ITEM
CLOSED
l2-\l-o\\\\ln).ru\s"^al\, .rvtN,uts o,Jo,5
-^ l'* en r*ol-Q- X - -lr..N$. , l$uresx Sxg^crrs,
* z*rs-. XLlru !rn+}--, q.oo
^Al- *dd !,r,".-,\)
Gr&.t . a.s-4- q|.t\ \{.\- J.+-te
*\ qsc t12-. 3<5 t^rQ\-b rr,"olsn\^trt$,
B\ qccr',ql. \q ,.^rasi.b .^n^!s'i'r.q
t\ i *-O\ "" b"r,M>q\
-a.J
tz-\g-o\\3 U.nborrniao u"clds o, rN\8v4o l,qoernlqd,t,r-c)
e-qp e\fis trn,anFi,v^tr" o,. etl9. e-!>fi, 1o,l*\.--"--
q$9 !.,+c.ffA+.. Cr*s: )-ct. KlEsil
Signature
Htsr[il TrG[t0108lts
Itt
2973 F. Road I Grand Junction, CO 81504
(9'to) 2s6996s
PINNACLE CONSTRUCTORS INC.
Welder Qualification Test Record
Page I of I
DOUG G 2-PINNACLE
WQTR No. DOUG G 2-PINNACLE
WPS No. Preouatffled
Welder Name DOUG GRIFRS Welder ld q2i .33_514a=-
Process (lable 4.10, ftern (10 FCAW
Trans'fer Mode (clvlAw): Short-Clr. ii Globular I,
Type Manual I Machine i Seini-Ar.[o E
Nurnber of Electrodes Singb A Mufiple E
CunentrPolarty AC - DCEP tr DCEN tr
Position Oable 4.1 O, ltem (,t)) 1 c
Wdd Progression: (tabte 4.1O, ttem (6)) Up tr Down fl
Backing flable 4.10, ltem [4J Use Backing I
Materbl/Spec. A36 to A36
Thickness (Phe): Groove ( in ) i.0
Fillet ( )
Thickness (Pipe^ube): Groove ( )
Fiild ( )
Record Adual Values Used ln Qualificaflon
Gas/Flux Type (IaHe 4.10, lem p)) NrA
Othar ':0625"WIRE'.
Qualincation Range
FCAW
Shott-Chcuiting fl Globular I Spray E
Mantral 11 Machine E Semi-Auto I Arno E
Single E Mutiple E
AC tr DCEP O DCEN A
UP tr Down D
VWh Backing E lAlihotn Backing E
All Group t & ll Materials
.12s - unti.it"a ---in--.-
.125 - Unlimited In
.125 - Unllmlted in
.125 - Unlimited ln
"Qualified to Backoouoe
.0625"wlR8
EtxT-xx
VISUAL INSPECTION (4.8.1) AcceFable Yes
1G - Face lAcce6aUte
mlet Ted Results (4.3023 and 4.3O.4.1)
Fradure Ted Rod Pen#ion
QC-lt No. 01{55 Organization
Interprded By
Organization
Test No.
Date
We, the unders(7ned, certify that the s{atements in thb record are corecl and lhat the tec welds were prgmred, weUeO)
te$ed in accordancs wih the requkerner s of seclion 4 of At,lSl/AWS D1.1, ( 2m)
o
o IUESITRT ITGHTO1OOITS
oii
2973F.Road I GrandJunction, CO 81504
(970)2s6996s
PINNACLE CONSTRUCTORS INC.
Welder Qualification Test Record
Page 1 of 1
ROttI R I-PINNACLE
WQTR No. RON R I-PINNACLE Welder Name RON REECE
WPS No Prequalified ' Revisbn
Welder Id 521-19139
Psls l l r16/^n0l
Variables Record Adual Values Used In Qualificatlon
Process (Iable 4.1Q ltem (1)) FCAW
Transfer Mode (GlrlAW: Short-Cir. E Globular EType Manual E Machine D Semi-Auto El
Number of E,ectrodes Single tr Muitiple E
CunentrPolarity AC tr DCEP tr DCEN E
Postion (Iable 4.10, ltem (4) i-G
Quanncation Range
EEAW
Shott-Circuiiing E Globuhr E Spray I
Manual E Machine [] Semi-Arno I Ano !
Singla tr] Muliple. tr
AC tr DCEP tr DCEN E PUISCd tr
Up o Doarn E
Wdh Backing E tMhor.rt Backing -
tMh.lnsert F l^rthorrt lnsert E
All Group | & ll Materials.12s - untr.it"o -- iJ--
.125 - Unlimited In
.125 - Unlimlted in
.125 - Unlimited in
- >24.0 in
Spray -
Auto E
Pulsed tr
Weld Progressbn: Gable .,t l O, ltem (6)) Up O
Backing [aHe 4.1O, ltem [Q] Use Backing E
Consumable Insert (GTA\A/)Use Insert E
Materhyspec. A36 to A3G
Thickness (PHe): Groove ( in ) 1.0
Fillet ( )
Thbtness (Pipe/tube): Groove (
Find (
Diamder(Pipe): Groove ()
Fild ( ) _
Doryn E
Notes
- >24.0 in
'Qualified to Backoouqe
Filer Mdal fiable 10, ltern @)
Sp€c. 4520
Class. E/lT-l I
F-No.
ETXT-XX
Gasr'Fhx Type (labte 4.1O, ltern (3)) NtA
Other ,(bzf w|RE .-.0625'WtRE
A5.20
VISUAL INSPECTION (4.8.1) Acceptable Yes
GUIDED BENDTEST RESULTS (4.30.5)Type lnesul Type ResuI
1G-Face
1G-Root
Accelable
Acceilable
Appennce
Fraclure Ted Root Pendration
F et Test Resuls (4.O.23 and 4.30.4.1)
Filld Siz6
D€scription
Inspecied By SCOIIJ- MAXWELL, AWS OG-1* No. 01455 Organizarion WESTERN TECHNOLOG|f,.E*Q 11/2ru2o0i.4r// / RpoocRApHtc rEST RESULTs (4.30.3.1) ./aw s\
Macroetch
Film ldertification No.Resull Rsma*
Interprded By
Organization
Ted No.
Date
w6,theUnde'signed,cedirythatthegatemefltsinthisfeco'darocorrec1andthatthetedwelds,n-ffi
teded in accodancs with the requirerner sof section 4 of Al'lSyAWS D1.1, ( m ]F&{ctuJrtt9BNing Sa*F".f
Manufacturer PINNACLEcoNSTRUC Aq6Tq!4dBy \r"t(XSV.{tk Date 11r26tzoe1
rrt$Trnr rlGHt0lo8lts
. alo
2973 F. Road r Grard Junction, CO 81504
(970) 2s69965
PINNACLE CONSTRUCTORS INC.
Welder Qualification Test Record
Page 1 of 1
GRADYW l.PINNACLE
WQTRNo. GRADYW I-PINNACLE Welder Name GRADY WRIGHT Welder ld 522,1'31543
I/VPS No. Preoualified Revbion 0 Pgts I I tt 6/'00I
Variables Record Actual Values used ln Qualification Qualificatlon Range
EI^ AIA'
Short-Circuiting tr Globular E Spray E
Manual [] Machine E Semi-Auto E Arrto E
Process Cfabb 4.10, ltem (1)) FCAW
Transfer Mode (GIrlAlA/): Short-Cir. fl Globuhr E
Type Manual [f Machine E Semi-Auto E
Number of Eleclrodes Single trl Multiple D
Curenl,/Polariy AC tr DCEP [] DCEN E
Spray tr
Ado E
Single I Mutiple E
AC- DCEP C DCEN I Puls€d
Posllon (Iable 4.1O, llem (a)) lG
WeH Progression: Oable 4.10, ltem (6)) Up
Backing flable 4.10, ftem fQl Use Ehcking
tr
E
tr
Down E Up D Down E
tlWh Backing E \Mhorn Backhg D
Comqrnabb Insert (GTAW Use Insert tMih Insert E lMfihod Insert -
MaterbUSoea A36 to A36 All crouD | & ll Materials
Thickn*s (PHe): Groove ( h) 1.0 .125 - Unlimited
.125 - Unlimited
.125 - Unllmiled
.125 - Unlimited
Fillet ( )
Thickness (Pipertube): Groove (
ln
in
in
in
in
Fild (
Dhmder(Pipe): Groove ()>24.O
Fiild ( ) _- >24-O
'oualitied to Backoouoe
Filler Mdal Oable 10, ltem €))
Sp€c. A5.20
Class. E/l7-11
F-No.
s'rxT-xx
Gasr'Flux Type (fabb 4.10, ltem B))
Other .O62t'w|RE.*.0625'W|RE
VISUAL INSPE€TION (4.8.1) Acce$able Yes
GUIDED BEND TEST RESULTS (4.30.5)
Type Resul Tvpe . iResult
1G-Face lAccedable
1c-Root lA"""ot"Ul"
Appearance
Filld Ted Resuls (4.3023 and 4.30.4.1)
Filld SEe Macrodch
Fradure Ted Root Pendration DescriSion
Ins@ed By SCOTT L MAXWEIII_AU/S OC-1t No. 01455 Organization WESTERN TECHNOLOGIE-96U 11/2tU2001---m RADroGRApHrcrESrRESULrsr4.3o.3.l)
-,/ollN-
Film ldentificstion No.Resut Rernark
lrnerprded By
Organization
Test No.
Daio
Wq the undetsigned, certify that th€ daternerts in thb record ate conecl and that the led welds were weuea,iNZ
teded in accordance wih the requkernents of s€ction 4 otAtISUAWS D1.1 , (
Manufac{urer PINNACLE CONSTRUCTORS lNC. Arnhorized By Date 11/26/2001
\
WE$IERT TIGTITOIOEII$
tIl
2973 F. Road t Grand Junctiorl CO 91504
(970)2569965
PINNACLE CONSTRUCTORS INC.
Welder Qualification Test Record
page 1 of I
WES KI.PINNACLE
Qualification Range
FCAW
Short-Circuiing E Globuhr I Spray E
Manual ! Machine E Sem;Aulo E A'to O
Single I Multiple E
Ac tr DcEp Cl DCEN a pubed tl
Up o Down E
l/wh Backing E t4'thout Backing E
VWh Insert E Mhout Insed tr
.125
-125
1t1
1.ta
- Unlimited in
- Unlimited ln
- Unlimited In
- Unllmlted tn
- >24.0 in
- >24.0 in
'Qualitied to Backqouoe
o
.0625. WIRE
MSUAL INSPECTTON (4.8.1) Accedabte yes
GUIDED BEND TEST RESULTS
: 1: . i
WQTRNo. wESKt-prNNAcLE weleiltamJ@Ertlrn*"to. @-_- ^"u""n
'
Record Aclual Values Us€d In eualmcation
Process (Iable 4.1Q ftem (i)) FCAW
Transfer Mode (GMAVV): Short-Cir. E Globular g
Type Manual E Machine E Semi-Arno trl
Number of Electrodes Singb A Muiiple E
CunentrPolarfty AC tr DCEP ! DCEN A
Poetion (fable 4. tO, hem (4)) .r c
Weld Progression: ftabte 4.10, ltem (e) Up tr
Backing flabtra 4.10, ttem fZ)J Use Backing E
Materhuspec. A36 to 436
Thicknes (Phre). Groove ( in ) i.0
Frlet ( )
Thickness (Pipertube): Groove ( )
Filtd ( )
Diameta(Plpe): Groove ( )
Find ( )
Noteg
Fller Mdal (Iabte 10, hem CZ))
Spec. A5.20
GaVFlux Type (Iabt€ 4. 1 O, ttem (3)
1G - Faca leccegaUe
Filla Ted Resuls (4.30.23 and 4.30.4.1)
QC-l{ No. 01{55 Organization
Organization
Ted No.
Dato
wq tho undersEned, certify that the satemer(s in this record are correcr and that the ted werds wer";;;teded in .c€ordsnce h&h the fequirem€nts of sec{on z+ of A}rsr/AWs 01.1, ( m r€trq4$otweHtto cod
ETXT.XX
UUESIENT TEGTITOI.O SITS
a l..)
2973L Road r GrandJunction, CO81504
(e70)256996s
PTNNACLE CONSTRUCTORS lNC. pascl of 1
Welder Qualification Test Record GRAoYw 1-PINNACLE
WQTR No. GRADY W 1-PINNACLE Welder Narne GRADY WRIGHT Welder fd 5224&|549
VVPS No. Prequalified Revisbn 0 DaIe 11t16t20o1
Varlables Record Actual Values Used In Qualitication Qualincat ion Range
FCAWProcess Oabl€ 4.10, ltern (1)) FCAW
Transfet Mode (GttIAW): Sho -Cir. - Globuhr E
Type Manual E Machine tr SemLAno E.
Number of Electmdes Single E Multipe E
cunentrPolarfty Ac tr DCEP o DCEN E
Spray tr
Arno E
Short-Circuiting E Globular I Spray E
Manual E Machine E Semi-Auto E Ano E
single ts Muliple D
AC 5 DCEP C DCEN E Pulsed EPulsed
Posilion (fable 4.10, hem (40 lG
Weld Progressbn: Cfabb 4.1q tem (6)) Up
Backing fable 4.1O, ltem fi) Use Elacking
fj
xt
C
Down D Up tr Do$m D
trVlh Backing E Wrthout Backing E
Consurnabb Insert (GTAW Use lnsed VVth lnseri E \Mithout lnsert D
MderhUSoec. A36 to A36 All Grouo | & ll Materials
Thickness (Plate): Groove ( h) 1.0 .125 - Unlimited
.125 - Unlimited
.125 - Unlimited
.125 - Unllmited
Rllet ( )
Thickness (Pipetube): Grcove (
ln
ln
ln
ln
in
mH(
Dhmder(Pipe): Groove (
Fiild (
Nc{ss
)>24.0
)_- >21 0
'Oualified to Backsouoe
Filler Mdal (Iable 10, nern @)
Spec. 45.20
Class. F/1T-l 1
F-No.
ETXT-XX
GadFlur Type (Iable,,t.1O, ltem B))
.0625'w|RE
VISUAL INSPECTION (4.8.1) AcceFable Yes
GUIDED BEND TEST RESULTS (4.30,5)
Type Result Typ€Resu!
1G - Face iAcceotaHe
1c-Root lAccedable
Fillet Ted Resuls (4.3O23 and 4.30.4.1)
Appe€rance Filld Size Macrodch
Fradur€ Test Rocd Pen€tration DescriSion
lns@ed By scoTT L. |UAIWELLTAWSOCII No. 01-055 Organization WESTERN TECHNoLoGlEgrh 1l/242001
Zfr/ RAorocRiqpHrc rEST RESULTS (,,f.3o.3.1) ,Znws\
fim ldentifixtbn No.Result Remark
lderprded By
Organization
Ted No.
Date
We, the undersigned, cedify that th€ datemerds in this record ar€ conecl and thal the ted welds were welded,i\c/
teded in accordance wlh the requhenrerds of sec{ion 4 of ANSUAWS D1 ,1 , (
Manufaclurer PINNACLE CONSTRUCTQRS lNC. Arthorized By Date 11/2612001
\
o T{tSTTRil TTGIITO1OGIES
flt-
2973 F. Road i Graad Junctioq CO 81504
(970)256996s
PINNACLE CONSTRUCTORS lNC. pascl of 1
Welder Qualification Test Record BoBBY D 1-PINNACLE
o
WaTR No. BoBBY D 1-PINNACLE
WPS No. Preoualined
Weldet Nam6 BOBBY DAWES Welder ld 522-27.4010
p7l6 1't,18l2n0lRaisbn O
Quallflcatlon Range
SMAW
Sho -Gircuiing E Globular ! Spray []
Manual E Machine F Semi-Ar.rto E Ar.rto C
Single E Muttiple -
AC tr DCEP E DCEN C PUISCd E
1G. 2G. 3G. rtc. I F. 2F. 3F. 4F
Up tr Down tr
lAfith Backing E Wlhorn Backing -
Wfrh lnsert tr VWhout lnsei E
All Gioup | & ll Materials
.125 - .75 in
.125 - Unlimited in
.125 - .75 in
.125 - Unlimited ln
>24 0D
>24 OD - _ in
'Ouallfled to Backoouoe
F70XX and Lower Slrendth Eledrodes
F4 and Lower
Varlables Record Actual Values Used tn Qualltlcatlon
Process (fable 410, ltem (1)) SMAW
Transfer Mode (GI\LAW): Shod-Cir. O Globuhr E
Type Manual El Machine tr Semi-Ar.rto E'
Number of Electrodes Single E Muliple E
CurrenUPohrly AC D DCEP A DCEN O
Spray E
Auto tl
Pulsed tr
Posiion Oabl6 4.10, ltem (4)) 3G. rtc
Weld Progression: (table ,1.1O ltem (6)) Up
Backing ffabb 4.10, ltem (7)t Use Backing
Down E
Consumable Insert (GTAW)Usa lnse
Materiafspec. A36 to A36
Thickness (Phe): Groove ( ln )
Fillet (
Thickness (Pipeitu be): Groove (
-375
E
tr
-
)
)
Diamde(Pipe): Groove (
mrd(
t
Fillet ( ) _
Class" F/018
F-No. 4
GadFhtx Type (fable 4.10, ltem (3)
:.(xher i f lg' Dh. Etecirode -5/32' Dla. and Smaller
Filler Meaal Cfable 10, ltem (a)
Spec. A5.1
USUet tnSpeCTlON (4'8.1) Acce$able Yes
GUIDED BENO TEST RESULTS (4.30.s)
Type Resut Tvpe Resul
3G - Face
3G - Root
AcceSable
Accedabls
4G - Face
4G - Rool
AcceFabl6
AcceFable
Find Ted Results (4.30.23 and 4.30.4.1)
Filld SizeAppearance
Fradure Test Rod Peneoation
Macroetch
Inspeded By SCOTT L. MAXWELLTAWS QC-1r No. 01455 Organizalion WESTERN TECHNOLOGI,Ej'{R 32rU2c01
frr/ RADToGRApHTcTESTRESULTs(4.30.3.1) .y'iLrN
D€scridion
mm ld€rtification No.Resul Remark
lnterpreted By
Organization
Tec No.
Date
We, the undersbned, certify that the datements in th'rs record ar6 correct and that the ted welds wete
leded in accordance wlh the requirernents of section 4 of At',lSl/AWS D1.1 , (
Manufacturer PIN NACLE CONSTRUCTO RS INC. Authorized By
wE$rERil TE0r!flo[08tt$
att
2973 F. Road I Grand Junction. CO 81504
(970) 256e965
PINNAGLE CONSTRUGTORS INC.
Welder Qualification Test Record
We, the undersigned, certify thal the statements in this record are correct and thal the ted welds were prepared, welded,
leded in accordance with the requirern€flts of section 4 of ANSUAWS D1.1, (
pagc 1 of 1
DERRICK D I-PINNACLE
WQTR No. DERRICK D 1-PINNACLE Welder Name DERRTCK DAWEq
Variables Record AclualValues Used ln eualificaflon
Process (fable 4.10, ltem (1)) SMAW
Trans{er Mode (GMAW): Short-Cir. E Globular E Spray [1
Type Manual I Machine E Serni-Auto E Auto !
Number of Eledrod€s Single I Mu[iple tr
Cunent/Polarty AC ! DCEP A DCEN D pulsed C
Posftion [fabb 4.10, ltem (4)) 3G
WBH Progression: (Iabte 4.1O, ltem (6)) Up tr
Backing |fabh 4.10, ttem (7)] Use Backing E
Comumable Ins€rt (GTAW Use Insert D
Materiauspec. A35 to A36
Thickness (Plate): Growe ( in )
Filtd ( )
Thickness (Pipertube): Groova ( )
Fillet ( )
Fillet Mdal (IaHe 10, ltem (a)
Sp€c. A5.1
Class. Ft018
F-No. 4
GasrFlur Type (fabte 4.1O, ltem @))
Other ' lE* Dla. gectrode--,.
Short-Circuiting [i Globular E Spray -
Manual E Machine E SemiArno O Auto E
Single E} Munipb tr
AC D DCEP ts DCEN C Pulsed E
1G. 2G. 3G, I F. 2F. 3F
UP E Down E
\N[h Backing E Wthor:t Backing -i
All Group I & ll Maierials.1zs - .zs --- in --,,-
.125 - Unlimited in
.125 - .75 in
.125 - Unlimited in
'Qualified to Backoouoe
E70XX and Lower Strenqth Electrodes
F4 and Lower
VISUAL INSPECTION (4.8.1) AcceFable Yes
GUIDED BEND TEST RESULTS
Fracture Test Rod Pendration
QClt No. 01i55 Organization
MDIOGRTqPHIC TEST RESULTS (4.30.3.1
Ted No.
Dat€
Manufadurer Authorized
'. lr;;il:;;;r*croN, coLoBADo 81505. TELE'H.NE (s7o\ 24s's77o 'FAx (s70) 241-e77o
*ELDER, wiiorxa oPEnoro. oR TAcK WELDEB quAuFlcATloN TEsr REcoRD
UJ. r'r\r ^v'v*
LOPE
Type ol WeldEr
Nams
Welding Prmeduro Specilicalion No'
Varlabl6s
Groova
Fillet
Thicknass: (Pipeiluba)
Dlamstet: (PrPs)
Gfoo\r€
Fithl
Filler Metal flable 1'10' lten (3)l
Spec, No.
Oass
F.No.
Gas/Flux TyPe frabb 4.10, ltem (4)l
Olt|er
Orqanizafon
mm Eentilicauon
ltrnbar
Poces€/fyge lrabte a.10. ltern (2)l
pn"rtoa" iiinitu or multiPla) ffEbb 4.9. nem (S)l
CunenUPohdtY
Posluon lTabls 4.10. llem (5)l
Weld Frogresslon Fablg 4.10' lram (7)l
BacklnE ffES ot NOI lfobls 4.10. tlsm (8)t
MateriJvipac. fiabto 4.10, ltsm ('l)l
Base Malal
Thlckness: (Flatel
Us6d ln oualllicaton Quatilicanon hango
4t{
Dl,
TEst Numbar
0als
FOR CONVEI'INONAL &
COMPLEX STFUCTUBES
r No,
Dalo
ln 4
Gaoovg
Fillel
o
F6rt6Jks
Film ldenrifialton '
Numbar
vlsuAL lNSPEqrloN (4-S- 1)
AcceptablE fYESbr NO
-GridEd Bsfft Trrt F€rulb (4'30-5)
naotocRAPHC resr RESUI.IS (/t:3{t-3'11
i,ranufacfursr or c onvaaotfnnwl€" CO^*l+7u*W A'nhoft€d 8v
Rernarks
&SUPPLY,INC.
FOR CONVENNONAL &
COMPLEX STBUCTUHES
ROAo r GFAND JUNCTION, COLOBADO 81Sos . TELEPHONE l9'ir'12or.tnD . FAX (970) 241-9770
Type ol Wetdar
Namo,Fll ldanliliost"rr No,
Welding Procodura SpecitGtion No.Dats
{
r Ell.),\r
Varlabler
lpo.rrfyp. flabls 1.t0. ltem l2!l
EteBuode (shgb or nul0prol Fabii C.9. trarn (9)l
CursnuPohdv
Posilion lfabte 4.t0. lten (5)t
Wlld FrogrBsslon ffrdo 4.10, [€m (41
Bacrhg (YES or NO) fhbb 4.r0, trlm (g)l
MaratulrSpec. firbrd a.lo. |lsrr (t)l
Blse Matrl : '
ThicknEs; (Platel
Grmvr
Fiil8l
Thlduress: {PipaAuba}
Growe
Fittet
Dlameler: [Plpa)
Gloove
Fittot
Frller Matat ffablo 4.10. llsm lql
Usad h Oualilicallon
l,i:
.:i; !
:L1,'6:\.'.t\
td{
j.;"i;:'r
i:T'
.:_..'.ti"t
it
!
..rt:
;
':iiI
Spea No.
Ctss!
F,No,
g*/Flur TypB ffabtc a.t0, ttem [4)lOther
(Deseibst$rj
0ryarizalhn
lnterptlled by
vrsuAL tH$ PJqnOl| (.t.8.t ]Ac€€ptrblo a?Es br NO _
guldad glnd Trrl 8lltlltr l43o5l
Fasult Typa
E'|d {30.4.1}
Srs
(l:30.3.1)
Rlm ldsntllcErbn '
Numbar
Tasl N umt €toryani:ation Dsle
WT$IERil ITGHTO1OEIES
tit
2973F.Rod t GrandJunction, CO 81504
(970) 256996s
PINNAGLE CONSTRUCTORS INC.
Welder Qualification Test Record
Page 1 of l
DERRICK D 1-PINNACLE
WQTR No. DERRICK D I-PINNACLE Welder Name DERRICK DAWES
\A/PS No. Prequalified Ranision 0
Welder ld 52331-1828
Date 'l r rl6tZl01
Variables Record Aclual Values Used In Qualincatlon
Process (Iable 4.10, ltem (1)) SMAW
Tnnsfer Mode (GMAW): Short-Cir. D Gtobutar D Spny D
Type Manual E Machine tl Semi-Auto E-i Arto E
Number of Ele<trodes Single El Munide E
Cunent/Polariy AC D DCEP A DCEN tr pulsed tr
Posiion Oabl€ 4.10, ltem (4)) 3G
WeH Progression: Oable 4.10, ltem (6)) Up
Backing ffable 4.10, ltem f/[ Use Backing
Consumable Inse{t (GTAYV)Use lnsert
Maleriaysp€c. A36 to 436
Thickness (Plate): Groove ( in ) .375
Fi[d ( )
Thickness (Pipetube): Groove (
Fiil6 (
Dhmder(Pipe): Groove (
Fillet ( ) _
Notes
Filbr Mdd (fable 10, ltem (Z))
Spec. A5.1
a
5J
tr
Dom
Class. F/018
F-No. 4
GasiFlux Type (fable 4.1O, ltem (3))
Other" 1r8" Dla. Ele.cfrode *.-
Qualiflcatlon Range
cl,^lAl
Short-Chcuiting - Globuhr E Spray C
Manual E Machine Cf Semi-Ar:to E Ano E
Single E Mutiple E
AC tr DCEP E DCEN r--r putsed C
lG. 2c. 3G. I F. 2F. 3F
Up A Down E
Wnh Backing I Wihorn Backing -
\Mih lnsert E IM{hout Insert i
All Grouo | & ll Materials
.125 - .75 in
.12s - !!.n!im_tell_ in
.125 - .75 in
.125 - Unllmited in
>24 0D
>21 OO - _ in
'Qualitied to Backaouoe
A5.1. A5.5
F7oXX and Lower Strensth Bectrodes
F4 and Lower
5r3?' Dia. and smaller
VISUAL INSPECTION (4.8.1) Acce|able Yes
GUIDED BEND TEST RESULTS (4.30.5)
Type Resu!Type ResuI
3G-Face lAcceotable
3c-Root lAcceptable
Appearancs
Filld Ted Resuits (4.3O.23 and 4.30.4.1)
Filld Size Macrodch
F aciure Test Rod Pefletration Descridion
Inspeded By scOTI L MAXWELL /AWS QCJr No. 01-055 Orgnization WESTERN T EC H NO Lc6tQErte 3t24!2oo1
% 1 MDrocR/ApHrcrEsrRESULTs(4.30.3.1) ./lYts-\
Film ldentificgl io n No.Result Rerna*
We, the undersigned, cediry that the datemerts in thb recrrd ara cone{i and that the ted welds were preparea, weiaea)tt
te<ed in accordance with the requiremeflts of s€cibn 4 of AI.JSUAWS D1.1, ( z@)-lgctt{Et WfinS tod+Sed.
Manufacaurer PINNACLE coNsTRUcToRs tNc. Rrttrodz"a svW Dat6 312612001\
LETTER OF TRANSMITTAL
The Beck Group
P.O. Box 8529
Avon, CO 81620
ATTN: Mr. Doug Workman
Date: 12127101 '
Project: Vail Valley Medical Center
Phase I Expansion & Renovation
Job No.: GS-3479
WE ARE TRANSMIfiING:
FOR DATES:
Weld and/or bolt inspection results
J 1'/ '/ '/
December 3, 4, E, 7 and 10, 2001
REMARKS:See attached summary reports for information.
Inspeciions are for shop fabrication.
CTUTHOMPSON, INC.
Dan Downing
Laboratory/Field Manager
CTL/THOMPSON, INC.
CONSULTING ENGINEERS
234CENTERDRtVE r GLENWOOD SPR|NGS, COLORADO 81601 ! (970) 94s-2809
o WELD/BOLT INSPECTION REPORT SUMMARY
Client: The Beck Group
Project: Vail Valley Medical Center
Phase I Exoansion & Renovation
Job No.: G5-3479
Inspection Date:
Field Rep.:
December 3,4,5,7
nl
and 10,2001
ryPE OF INSPECTION/APPLICABLE CODE
Visual Weld
AWS D1 .1-98 Sect. 6.9
Magnetic Particle Weld
AWS D1.1-98 Sect. 6.10
Liquid Dye Penetrant Weld
AWS D1 .1-98 Sect. 6.1 0
n
tr
T
n
I
l
Ultrasonic Weld
AWS 01.1-98 Sect. 6.13
Decking
AWS D'1 .3-89 Sect, 4.5
High Strength Bolt Alsc spec, for structural
Joints Using ASTM A 325 or 4490 Bolts, Sect. B & 9.
Anchor Bolts
Proiect Soecifications
,o
Location and Description of Work:
WELDS AND BOLTS
1. See attached.
At the time of our inspection, the items observed met the quality standards sited above unless noted below.
Discrepancies were obseryed,'please see the attached.
Specific information is presented on the following inspection reports
COMMERGIAL TESTING LABORATORIES
A DIVISION OF CTL,/ THOMPSON, INC'
22 LIPAN STREET DENVER. COLORADO 40223
crient: VgL VAUE/ A4z' CfZ.
Project: S4n€
Contractor: 77PE
3O3 / A?58777
oat"t,/Z- 3-a/
Project No.:fi534ry
Report No.: l/TL/T
InsPector:
REPORT OF VISUAL WELDING INSPECTION
ffi
Location and Description of work: l6///4L 444 4rffia/%
etr ft/lL @/€f%q @/V /,//^6A <,*- PbVAs
FLA/VA€ oN-@C 77fl7a/ /ASoA
O stanoa, d or code:fl/)S O/1/-7PO
Weather Conditions: /M
Type and Capacity of Machines:/y'Apr${tuaEtectrodes'6//T-/
wensizes?/15- t'/2"
Totat Lineal lnches or welds vaoe:/2/6 /b//&06€
aeieAea:/
Discrepancies Noted:
SUMMARY
@Field weldins:
rypes of welds: At"fi'f'
Welding Positions Usea,f, y'
Insoected: /A27
AcceDted: /AO"y'
o
pEenn
GREGOHY A JARVIS
95060171
I
Fierdcopv@ Reviewed By:
GOMMEEGIAL TESTING LABORATOFTIES
dd LtFAt\J D I r_rcE I
A DIVISION OF GTL,/ THOMPSON, INC.
DENVER. COLOtrA.DO AO2e3 3A3 / 425-3?O7
REPORT OF ULTRASONIC TESTING OF WELDS
,."", y'& IrAzE,rZA. ffi. Reponno. ASS/T?
Weld identification
Malerial thickness
Weld joint AWS
Welding process
Ouality requirements - section no.
aenarks P6E TA FZJflNG€
c
|!.9i
=-O
qEJECf: Y SCREEN DIM: /{/ GAGAfN: 7 Z- IEJECI: ->=-scHEEN ulM:l-gz- r'A I E:-Zy:-:92----:
,^ro.4.2 I
ANGLE
REFERENCE STANDARD:DgK& >'
The above welds were orepared and tesled in accordance with the requirements ol
eOMMEHCTAL TESTING TABONATOFIES
. .: :
A DIVISTON OF CTL ,/ TTIOIy/|PSON. INC.
alz uPA l STFGE - oE^tvg. COt-OHAtro e@zA 3tlFt / B?33
contractor: ffiruz
fnspector: Cf
HEPOFT OF VFUAL WELDING INSPECTION
Location and Description of work: UbzA Z A:XA4m/A@n/ S &iWm4O
^/s*ap FAEEc4T@.i'd@s bR Ws-Dsr gEt
';i2dw&5#3fftnET=*P-r/1/sPa77^t
!,,"*, *g- Vru/g'/ZA C:TZ'
Project :Wn€
€tandard or coae:1(4plji1)/, /18
Qeatner Conditions: eY'A<
Type and Capacity of Machines:A)@4il-
Etec*odes:{///-/ //o84tr
werd sizes: %-%n'
Dae: /3-#a/
Proiest No.: Q 547?
Report No.: j,4-
@Fietdwelding:
Types ot w ews: Ft/ef4a44
Welding Positions tssed: F
Inspeced: /OO%
Accepted: /t2't
SUMMAHY
o
Total Lineaf lnches oi Welds Made: /AA/ PK'6€
Aeiectea:/Rewelded: /
Discreoancies Noted:
GREGOHY '!
JARVIS
9560471
Field Copy To:tupE Reviewed BY:
SHOP INSPECTION CHECK LIST
PROJECT:
Weldinq Contractor:Technician:
Architect or Enqineer:Job No.:
@Mark I No. I
@Size I Type Iffi
Totat -l
lnches I
'-'--1
No.ot -l
Pieces I----7 --1 ^"**l *1."1 NDE IMethod I
7
T
o
M 22 LIPAN STREET DENVEF, COLORADO AO223 303 / A?5-3?O7
EOMr|,IEBCIAL TESTTNT' IABORAT|IETES
A DtVtStON OF CTt- ,/ THOMPSON, tNC.
2e uPA l STFfEET DEN\/EFI' COr nFAnO ao223 3oi3 ,/ €,25'3fi7
o, ilient:Ve-Vrury,r'@ffi,
Projecf S4/Z€
contractor: rupE,
-.,Stanciarci or Cocte://1):iD/, H8
Q""rr,", Conditions: ef€<
Type and Capacity of Machines:4nl@t)
Electrodes:(//y' /
werd sizes: %-%n'
Date: /i?.-5-21
Project No.: /9 5 gg7 7
Report No.: W'
@Fieldweldins:
tnspector:Qf
REPOFT OF VTSUAL WELDING TNSPECTION
Location and Descrigion of work: yLseaz qxK4zV@A/s Mmlna
Ms/,Ep F/a6W n?rreaqs PR WZ-DSJ ?!F,
ryozzrrs nib qtT NaLry, _s€€ .sr%p-T/16pa7:7^l,ie1r7#rce Peca /zARKS'
rypes ot waa",fr&{/4a'a<
Welding Positions Used; F
SUMMARY
Total Lineal lnches orwelds Made: PA/Ar'e'@ nspeaea:/O2o6
Relecied:4 Accepted: /22t4
Discreoancies Noted:
o
CNE@RY A JAFVIS
sm0171
Field Copy To:tuEoF Reviewed BY:
SHOP INSPECTION CHECK LIST
v
PROJECT:
Weldinq Contractor:
Architect or Enqineer:
Piece
Mark
Drawing
No.
Weld
Size
Weld
Type
Total
lnches
No. of
Pieces Accept Reject NDE
Method
t347 E +7 S/tr--V/-fnff /,T
EAB AD /
NAJE u \y /
il4A 31,{\I I tft
!
It
M 22 LIPAN STFEET DENVER, COLORADO AO223 3O3 / 425-3247
o
COMMERCIAL TESTING LABG'TIATORIES
A DIVISION OF CTL / THOMPSON' INC.
EE LIPAN STFIEET DENVER, COLORADO AO2E3 3O3 '/ A25-O777
client: VM- ttAUsll ZA' ff4,
Project: =An€Contractorr%&
D.*: /V- 72/
Project Nt.'e,53/7?
Report No.t l/-Fff
Inspector: 4f
REPORT OF VISUAL WEI-DING INSPECTION
Location and Description of worx:lE//r2L
7F Fdl/z rey€Tptplv //#Zi -PAEs z ga<n eqAffi
tV recern4f<E FSSA
O stanoar d or code',r(6 l2tr / -2AM
@Fietd wetding:
Types of *"u'tsl@
Welding Positions Usea,f, y'
Weather Conditiong&/€
Type and Capacity of Machines,r/Q4ZXq
ewctroaes'flF-/
weld srzes: 7d- / 34'
SUMMARY
Total Lineal lnches of werds v^a".rU/5 /AEl% lnspected: /AAt6
Rejecred:$"Fan/--PA/WAn aewelded'1?Accepted:
"2
7
Discrepancies Noted:
GRMCEY A JAF/IS
Reviewed By:
COMMERGIAL TESTING LAEORATOTIIES
A DIVISION OF CTL,/ THOMPSON, INC-
22 LIPAN STFIEET DENVER, COLORADO AO?E3 3O3 ,/ A25.3EO7
REPORT OF ULTRASONIC TESTING OF WELDS
LZ fnlLa-f fZa' C1, Reporrno. ,f:3/4
Weld identification
Malerial thickness
Weld joint AWS
Welding process
Quality requirements - seclion no.
Remarks
o.9;
Wasareo brtfsy CALIBRATION SETTINGS
;;;,42- l-^rrr"r, d scseeNo"a:./O uorr, /oo6
,^eo ZZfm,4L ,,*.52{.21r ANG'. 7an
TEST MATERIAL:As72 50 FEFERENCE STANDARD:A&'?"'Ybz sllzfsal5
above welds were oreoared and tesled in accordance wilh the requiremenls of 6C ol AWS O',., ,Z&O lstructural Welding Code,requrremenls l{-,w- )
o
GCIMMEFTCIAL TESTING LAEIOFATCIFIIES
A DIVISION OF CTL/THOMPSON' INC'
LIST OF OUTSTANDiNG D]SCREPANCIES
tfu-V ''*zr@.ffi Project *r.,65347
oate: /* 7-A1-
Pro ject fi
Inspector:
o
I
Date I tem
No.rted Locati on
Date
Acce pte d
ease--lorl-
{%c€tJ{(4 4.,_/,
vzL
alEra 4L4S=^,o,
@o,ffio
22 LIPAN STtrEET DENVEF. COLOtrIADO 40223 3l)3 / l51=--Jen,/
COMMERCIAL TESTING LABORATOFIES
A DIVISION OF CTL / THOMPSON, INC.
22 LIPAN STFIEET DENVEB. COLORADO AO2E3 3e,3 ,/ 8258777
REPORT OF VISUAL WEI'DING INSPECTION
Location and Description of work: RAV=fAffiN AFTAZ NA, / A/AT@
oN O_Q . /ET DFTF? / A - 7-d / uzrRreon% ffi aF
*:.r%&%5=7re eN PzAT€#/ya.,/ ffizaty'
aaA C^ -e7/.A/.+retE g= = H4 Fn Er@{T€O /vavre,ffi4 Er:-a rza<rs Na7€o av *aFzrus&rertv2r'v'G'54 €-
crient: l/M- y,QUq/VQ q<"
Project: =4/Ze
Contractor: ZZryrcK,
O stanoard or codeA/' /'2eO
Weather Conditions:
Type and Capacity of Machines:fr/afiVQff
Electrodes'€7,lF /
werd sizes: %/4"
SUMMARY
Total Lineal lnches of Welds Made: ,/&'l
aeiected'.p
Discrepancies Noted:
Dare: /7/H/
Project No.:4r5344
Report No.: lf4
lnspector: 4{
@t Field welding:
rypes of *"r0"'7t21*,4
Weldins Positions U""a, $rt ll
z/
Inspected: /aAQ
Accepted: /QAk
Field copy To: ;fupz Reviewed By:
COMMERCIAL TESTING LABOTIATORIES
A DIVISION OF CTL / THOMPSON, INC,
22 LIPAN STREET DENVEB. COLOFADO 40223 3O3 ,/ 425.32A7
REPORT OF ULTRASONIC TESTING OF WELDS
Y,W V/44€ a-TZ. Reporrno.,g6<4
Weld identification
lvlaterial thickness
Weld joint AWS
Welding process
Quality requirements - section no-
aenarxs t4.2 ft. ,?FP'472 lJ2- f
(!
.9 ;i
PEdsrs 2a,ttg)/Z:i::ry*'' o'^r,rrr, rO scaee*otu:/2 aorr, 1a%.
'"ilWEzrZ,^eo z z€z4Z s'E,.a€;&f^*n, z4'METHOD:etfficr
TEST MATEFIAL:rt578<r)REFERENCE STANDARD:blZWc< sZ/ 7r*s
above welds were oreDared and tested in accordance wilh lhe reouiremen:s ol 6C of AWS Dl.1 (.44-<z \ Structural Welding Code.t4,
yeal
prepared requiremenls
SHOP INSPECTION CHECK LIST
PROJECT:
Weldino Contractor:
Architect or Engineer:Job No.:
Technician:
Piece
Mark
Weld
ISize I%.%1
Weld IType I
F/u€T-1
Total IInches I_=. 1
No. of IPieces I--7-1
Accept
I-11 Feiect
I
NDE
Method*F--l
126I F
tZt23 A t2</t28sE 8S
IzRS}8S i/lr /
t2554 SS 4i-/54 frzzqlV tr /vT-lrf
-,t
o
M 3CJ3 / 425-3207DENVER, COLORADO 4022322 LIPAN STFEET
M
LIST OF OUTSTANDING DISCREPANCIES
Project:!
Inspector:
Date
rted Locati on
tfu-vru m Project r,.,os347f
Date: /* 7-A /
Item
No.
/%C€,'255
a -a ss-D,
@a,ffia'evJ
easealotl
<< Ltf'l{t\ i= tFEE I DENVER. COLOtrADO 8t]283
INSPECTION REPORT
Customer PO #
Spec/Code g\AtS
Day of Week 'fu
Total Hours Today
COLORADO DIVISION
2965 South Shoshonc
Englcwood, Colondo E0t lO
Phonc 303-?6t-0650
r-8@-742.5621
FAX.303-761-0658
Page \ of_!__
Hours of Shift (p'.6S AM to _
Per Diem Yes _No X
totatMiteage eo-
Assistant -
-
Customer
Customer CTL -lton
R.OBERT POLLOCK
AWS CWI # 91121211
tcBo CERT. # 0878521-85
o
n
U N.TtrRNNOUNTAON COLORADO DIVISION
2965 South Shoshonc
Englewood, Cotorado 801 l0
Phonc 303-?61.0650
t-8w-1 42-5621
FAX-303-761.0658
Operator
Per Diem Yes
STRUCTURAL STEEL
ERECTION INSPECTION REPORT
NoX
Page'2 sf5_
Customer PO #
Total Hours Today
Total Mileage
Assistant
Customer
o
o
The above items have been checked against erection or engineering drawings and are acceptable except where noted.All high strength fasteners were installed per applicable asfrrl specitication inless otheruvise noted.
All welding was performed by qualified welders using acceptable procedures and electrodes unless otheryise nored.Welds checked by Visual and: Radiography
-
vagnetic Particle
-
Liquid Penetrant _Ultrasonicswelds were cleaned afler welding as requiieo by tne applicable AWS welding bode.
Mill test reports have been submitted. (Structural Sleel) yes No XItems marked as reiecled are.to be conected, replaced, or repEi_eo, ,nt"rs otnZilGE offisitioned by the engrneer.This report represents: Partial f, ; Complete
-
eiection inspection fot' 0iis project.
lnspector F,"f'€ft \\ . Peerarh.
ROBERT POLLOCK
AWS CWt # 91121211
ICBO CERT. * 0876521-8s
Date l2-\8-O\
HoursofShift m
Mileage to -_- Mileage From
8-
o
l]roo=**'umrAoN
Hours of Shift
Mileage to Mileage From
STRUCTURAL STEEL
EREGTION INSPECTION REPORT
AM to
specrC.ocje Rrt@
Day of Week TUES,
Customer PO #
Total Hours Today
Total Mileage
Assistantcustomernepr@
COLORADO DIVISION
2965 South Shoshonc
Englcwood, Colorado t0l l0
Phonc 303-761.0650
l-80G742-5621
FAX-303-76 I _0658
Page 3 of_,l_
Operator Ro\gEr Po\\o-c-\<
--Per Diem Yes ._- No X
Cu s to mer__..!jf,[. f\l
Job/Report #l3ell
The above items have been checked against erection or engineering drawings and are acceptable except where noted.All high strength fasteners were installed per applicable ASiM specification unless otherwise noted.
All welding was performed by qualified welders using acceptable procedures and electrodes unless otherwise noled.Welds checked by Visual and: Radiography
-
Magneiic Particle
-
Liquid Penetrant _Ultrasonics
^Y:19.
were cleaned after werding as reguiieo ny the appricabre Aws-wehing code.
Ji1l]Lt9.1 reports have been submitted. (Structurat Steet) yes N; y--llems marKect as rejected are.to be corrected, replaced, or repaired, unless othdnvise dispositioned by the engineer.This report represents: Partial X ; complete eiection inspection for this project.
lnspector R.*{Dr $. P&Dq+.
R,OBERT POLLOCK
aws cwl * 91121211
ICEO CERT. t OaTlstl -r<
n
U NTtrtsNNOUNTAON
o
COLORADO DIVISION
2965 South Shoshonc
Englcwood, Colorado 801 tO
Phonc 303-761-0650
l-800-742-5621
FAX-303-76! _0658
Page '4 of_5_
STRUCTURAL STEEL
ERECTION INSPECTION REPORT
Customer PO #Customer: lTL qom+SoN 6EcK C.oN6f)
Job/Report #_€-OS '
Date
H.ours of Shift_nU to ----- Rfr
Mileage to _Mjteagg prom]_Total Hours Today
Operator Kobsn_T Ys\\se.)
Total Mileage
AssistantPer Diem yes --- No X --
Customer Representative bnN D6v0NrNc.
Spec;C.ocie.qul@
Dayof Week TtreS.
o
The above items have been checked against erection or engineering drawings and are acceptable except where noted.All high strength fasteners were installed per applicable RsiHl speci-Rcation inless otherwise noted.All welding was performed by qualified welders using acceptable procedures and electrodes unless othenvise noted.welds checked by Visual and:.Radiography
-
fiagnetic Particle
-
Liquid penetrant urti".oni..welds were cleaned after werding asle{uiieo oy tne aipricabre AWS-werding bode.Mill lest reports have been submitted. (Siructural Steel) yes _ No l(Items marked as rejected are.tobe coriected, replaced, ";;p"""d, ,"t*s oinEilise oepositioned by the engineer.This report rcpresents: partial X ; Comptete erection inspection for this project.
lnspector R"txxlF \. Q*!rde_,
ROBERT POLLOCK
AWS CWI * 91121211
laRrt r^FD? + trat.E-. -'
o
I m.remimouruTAom
Hours of Shift_ AM to
Mileage to Mileage From
COLORADO DIVISION
2965 South Shoshonc
Englewood, Colorado 801 l0
Phonc 303-?6!4650
l-800-742-5621
FAX-303.?6t-0658
Page '5 of_$_
STRUCTURAL STEEL
ERECTION INSPECTION REPORT
Customer PO #
Operator Robger R-\\sc-i. -.--
Per Diem Yes _ No X -
Spec/cocie-g$tffi
Day of Week TugS . '
Total Hours Today
Total Mileage
Assistant
Customer
o
(
o
The above items have been checked against erection or engineering drawings and are acceptable excepl where noted.All high strength fasteners were installed per applicable esina speciRcation Jnless otherwise noted.All welding was performed by qualified welders using acceptable procedures and electrodes unless otherwise noreo,Welds checked by Visual and: Radiography
-
lvtagneiic Particle
-
Liquid penetrant _Ultrasonicswelds were cleaned after welding as requiied oy tne a[plicable ews weld'rng bode.
Mill test reports have been submitted. (structural steel) yes _ No y
Items marked as rejected are.lo be coriected, reptaced, or repaiEi, uiiEs otn6G?spositioned by the engrneer.This report represents: Partial X ; complete _ erection inspection for this project.
lnspector R^fu+ \. RRQI{Y
ROBERT POLLOCK
AWS CWt * 91121211
t-olrt -ED?
o
\ oFZ
COLORADO DIVISION
2965 Sou(h ShoshorE
Englcwood, Colorido g0l l0
Phonc 303-76t{650
r-800-742_5621
FAX_303_761-0658
OUTSTANDING DISGREPANCY REPORT
Cuslomer
Job#_t8o
Date \?.-
Operator
Customer PO #
Spec/Code
Day of Week 'Tues.
Customernepres@
sdsf=_\__e&*-
ROBERTPOTLOCK
-
AWS CWr | 91121211
ICaO CERT. t o87E52l_85
2oy?
COLORADO DIVTSION
2965 South Shoshonc
EnSlcwood, Colorado 801 l0
Phonc 303-761-0650
l-800-742-5621
FAX-303-76t{6s8
OUTSTANDING DISCREPANCY REPORT
Customer
Job# 8o
Operalor Bo\Et':f Peil\cc-l<-
-
Customer PO #_Spec,lC.oce.gg@
Day of Week Tugs. '
Customer ne
DATE
REPORTED
ITEM NO.DESCRIPTION DATE ITEM
CLOSED
t2-lls \t\\t^").q^\g^^dlt. *rnbuts O urrrss ho l^..c-\t\-iZ-z/o-ot
-
o- z'* at q^o,lL X - -l>lNsb- l'&*^r*9,\ j1,csrfi\.s-,\)
-,.. ?-NB. l},tc,tr !,q^r{SL, qooJl,r{- Coid $N*
il qesr't\L. :g6 r^r8&> x^I-vNurfr-S.lB\ qoo*nL. \3 qrq9is ".rrih.lL.q4c.\ i *,O\ ,^rlonu>q\
\2-\g -o\\3 U."nburr.liao. t^,cSls o,.,. v.llBr 4O f,$rytll qAr-t^/Z -za-o/
e-ot t\dfs tr.nanft*.t'rs, t'^ Zs9 el>+r., &a'e\.\r
q9g !,eqfi;a (re9: ).d4. KlE5il
Signature RS€ft R. ?oQllct
ROBERT FOIT-OCK
AWS ctA'I t 91121211
ICEO CERY. # 0678521-85
o
I
o
LETTER OF TRANSMITTAL
The Beck Group
P.O. Box 8529
Avon, CO g1620
ATTN: Mr. Doug Workman
Date: 12/2OtO1
Project: VailValley
Phase I Expansion &
Job No.: cS-3479
MedicalCenter
Renovation
WE ARE TMNSMITTING:
FOR DATES:
Weld and/or bolt inspection results
November30 and December 3,2OO1
REMARKS:See attached summary reports for information.tnspections are for shop fabrication.
CTUTHOMPSON, INC.
\r. ,:l'.
.i _:f-.",.. ",( l-".' -'- ,t'-. |._:;,
Dan Downing
Laboratory/Field Manager
t--
I
CTL/THOMPSON, INC.
a34cENrERDRrvErGLENwooD"".,n,S"?g:"r.llln:R.,i |el|r.=F-*:
o WELD/BOLT INSPECTTON REPORT SUMMARY
Client: The Beck Grouo
Project: Vail Valley Medical Center
Phase I Expansion & Renovation
Job No.: cS-3479
lnspection Date:
Field Rep.:
November 30 and
GJ
December3,2001
ryPE OF INSPECTION/APPUCABLE CODE
trr
T
Visual Weld
AWS Dl .1-98 Sect. 6.9
Magnetic particle Wefd
AWS D1 ..1-98 Sect. 6.1 o
Liquid Dye penetrant Weld
AWS 01.1-98 Sect. 6.10
High Strength Bolt Llsc Spec. ror StructuralJoints Using ASTM A 32S or 4490 Bolts, Sect. I & 9.
Anchor Botts
Proiect Specitications
tr
T
T
Ultrasonic Weld
AWS D1.1-98 Sect.6.13
| | Deckino
AWS D1.3-89 Sect. 4:s
Location and Description of Work:
WELDS AND BOLTS
1. See attached.
At the iime of our inspection' the items observed met the quarity standards sited a'ove unress noted
LJ Discrepancies were observed, please see the attached.
i
i
I
Specific information is presented on the following inspection reports
below.
COM ME RCIAL_ TE STI NG LAEORATORI E Stpl.vlgroN oF crL,/ THoMpsorv, lr.,rb.ee LrpAN srBEFr oeruven, coioi""E'eEJ." ao' ,/ e,,sn,777
Location and Descriplllqr *r*: w4r4L frilo//awl% w2F Fdu reNtrKT@/v-@? < ; i; r&A L @w ffine aA/ sv'sp r,o94z6|z asa s _ s€€ s,wpT/\/sP@n a/€< z6T rup-*<: pa,e4i
crient: Vntt VAll€y /UA CfA.
Projecr: SAn€
Contracror: @ZAp-
standard or code;retreg Ol /_:Aa
Weather Conditions: Ca /Q
Type and Capacity of Machines:. _.a4_4trElectrodes:4:ZTfl ,, o'-ffiwetdsizes:fu- i h
oate, //-?O/
Project NI.OS3+77
Report No.: l7f- 1,6
Inspector: 6
Total Lineal lnches of werds Mada. -zh4-
*
aeiecteo.gy'
ffelds Made: /2AZ AIA44A1
aeweaeP
Discrepancies Noted:
@,Fierd werdins:
rypes or waasEffute:
Welding positions uLa,F I
tnspecteA: ,/122/
Accepted: pAV
GRE@FY A. JAFVIS
Fierdcopyrc,%
Reviewed Bv:
SHOP INSPECTION CHECK LIST
PROJECT:
Welding Contractoi:
Architect or Enqineer:
Date://-
Job No.:
DENVEF, COLORADO 80223ME2 LIPAN STREET 3A3 ,/ a25-O777
GOMMERCIAL TESTING LABORATORIES
e e L, pAN srREEr i3^jyJR, :H"?[St":l"tHo M p so M #;t
e- L|LK. Reporino. @12
Y::::i,Y:;T::J
Weld joint AWS
Welding process
Ouality requiremenis _ section no.
Flemarks
REPOFT OF ULTRASONIC TESTING OF WELDS
(!
REFERENcE sralrEnEd
above Welds were prepared and tested in ar:nn..r.^^^ -,;....-;ted in accordance with the requirements of 6C
Manufaclurer or contractor
COMMERCIAL TESTING LABORATORIESA PtvtstoN oF CTL ,/ THOMPSON.lNb.e? LrpAN srFEEr oervven. Eoio-n""E LEJ=" Bos ,/ aes.,777
crient: /4W VeU_q/Ze Cf<
Project: S4X/V€
Contractor: @bR
Location and Description of Work: funZ A,UO Z/AEA^Z; @2F Fau' Pa/^{.<'+tu/u ^/t/€(bi' I*o vaa/< L q{ar,@^6nw w?br-**,
j standard or code: ,trilf Dl/ _rua
Weat h er C o nditi o ns. I z €4V
Type and Capacity of Machines rQdtr
Electrodes.fl/V/3&
werd sizes: %- t h"
rotal Lineal lnches or welds *^0";/oo7Wro<Ue; Inspected: /pZ
Hejected: 8*r-fwgO a"*aa"ajfu14q2ccepted: /aATRe9<W5,4/1/o ?as pt*, mp@ aN /?Sa /Discrepancies Noted:
oate:p$4y'
Project No .4 5 34 ry
Report No.: |FZ/T
lnspector: 6d
ery Fietd Wetdins:
/i
rypes of weus:ff//&'
/
Welding positions UseA: f I
o GREGORY A JART'IS
Field Copy n:7qpEa"Reviewed Bv:
SHOP INSPECTION CHECK LIST
PROJECT:
Wetding Contractoi
Architect or EnginEr;
Technician:
Job No.:
E2 LIPAN STREET DENVEtr, COLOtrADO AOE23 3O3 / a25_O777
COMMERCIAL TESTTNG LABORATORIES
A DIVISION OF CTL,/ THOMPSON, INC.DENVEF, COLOFADO AO223 3cJ3,/ a25€777
REPORT OF ULTRASONIC TESTING OF WELDS
22 LIPAN STREET
V Y €l tr - Reportno.e.<g4-?
Weld identiticalion
Matedal thickness
Weld joinl AWS
Welding process
Quality requirements - seclion no.
Femarks
c)
-o
E
c
o
=
n<r14
Eo.9:
o
9ahE,
F(E
o
(gIL
E
LL o)J
Decibels Discontinuity
o
E-Y
o
rro
o
.Y;<g
o
Sor
q)
J
o
(! P!
=.6 \
=':^ ;irig dsbncd
1 ?1. I -|-eP 7A'A tz s?a a Lz
t7+l
/-/.s'.975,8K
..,-,-.-aa
2 Pc t Krn v I fz s<a az
,.r(J-,q7 rz-2
%-+-re il A lt 45 42
4
al",%7 @Azrc.7 tr/nL 3T?P tu ,A /.2 q7 4z 3 tZ 4s'92<ReucL:TA@a- ckn7r'I
J
1-r',slI
SZ
&z zz
*//,Ea ?aso
7 ffi z_7/'/-z
/-z
,c ,&.?Ds @u-2A+z
4Z
E 17 ,%,frs 4rr71g ?,/-/)I 2.. 4 rmt 7/I /.7.s/g I ,F+8E -ar -2 -4- - .--=
I 4(J-<T/ ('t-{)
10
11
El : PLgTd 70 A /1 .12 az /q(GnnUe,<l -P.-z Er77r 70'/l /.2 tfz 7 -
13
14
tc
16
;
19
20
nenEnence stlruDenD--
l\4anufacturer or
SHOP INSPECTION CHECK LIST
PROJECT: U&
Weldinq Contractor:
Architect or Enqineer:
Technician:
Job No.:(9
Piece
Mark
Drawing
No,
Weld
Size
Weld Total
Inches
No. of
Pieces Accept Reject NDE
Method
/VT=/.IT,D //W'-rtTIVy
/I
/
/
,|
/l29B 3n V/ty )/I \
wo a7 R#tALr 7 NO,VT6IT
=
22 LIPAN STREET DENVEF, COLOFADO 80223 303 / 825-3207
COMMETTGIAL TESTING LABORATORIES
A. DIVISION OF CTL,/ THOMPSON, INC.
22 LIPAN STREET OENVER, COLOBADO 80223 3O3 / 825-3?O7
REPOFT OF ULTRASONIC TESTING OF WELDS
Reporrno. es34p
Wsld identilication
i\,'laterial thickness
We{d joint AWS
Welding process
Ouality requirements - section no.
Remarks
o
E
o
=
.o
o.9hE-o
o
9okE)
F(!
o
(!
LL
E
LL
(D-)
Decibels Disconlinuity
o
m
EY
o
o
o>
o
=Y<.iJ
c
.9
!i:!J)co.J
o
(! 9!
P*;tie
s=
dsh
III4A E.FL 70'A rz sz zlz 3 t7 /,8 2.56 ,,ffi Arr*r u,-1)
?// I4A TFFL 72',A l.z +z A@T
3 t 20-7 D a@-TPL. ] TE 70'A lz 5l 4Z -3 ;(-€"2.?9 /,OU Acaq er-D
5 PL. A TM ?D.n kz 54 42 z tg?1,5"a^trB Ac.Aq
o Pt. 3 TaP p'A /-z q7 47 3 iz .<.so 2.Sz ),ffis Rqw cz'A
7 Pz. 4'raP 7/I /,2 n Aeffi
8 PL. I &74 7d'A rz 4Z A(rePTft.2tu 7d'A /t)+z AEEIT
'10 PL. 3 6777)7t A /.2 4Z ACC4e7
'I 1 P4. 4 6m7 fr A /.2 <2 ,f7 z tB /,?S 2./30 d.a29 A@cL-o
Pt.3 Te 7d A l.z 4Z 6 R l -atrcel
-14
15 ISTTT P(AT$
16 No, € ?rf 70'A /.2 {z 5 Aclr-tr
'17 no. o ]4/.Td 7d'4 /z 4Z 5 A@
18 NO. ? 6-&7/1 7r'4 /-z qz 5 Arc
'19 No.9 h/B/r?j 7d'A /,2 4Z s ACc€tr
20
GNN] 42 REJECT:
"" il62," ornr. 72'
'49
The above welds were prepared and lested in accordance with the requirements of 6C ot AWS O, .t f 242 I Structural Welding code.
restdate ,/ '-;7e '
Manufaclurer or contractor
Fleviewed byTechnician:
"--^ ./ /- 2?.
ffi} ! i ----i-.-. '"-r..'-- " : ;'::'1+-:-W eorvlMERcIAL TEsrtNG lABoRAToElEs
-nn A DMgoN oF crL ,/ THooy.PsoN' tNc-
Y* aEl upa t srFEEr oEr\t\GF. crLonAtttt ao223 y / ?23c,
oEtient Llw tlrulq.,/za- m,, Dae:/*-?6o/
project *4 ,t/u' (;/K"
Proiecrt No.:Q53q77
Connaaonftzt@ ReportNo.: W=AT
nsPector: e.{
REPOFT OF VISUAL WEU'ING INSPECNON
Location and Description of woailfrsztAL a*/44h/ffi//S re<ftKl44o
vsi;P-rns,qaqT@ n'azgixs PR wtuS) eEZ
uO CifS irVp fuLT HaL$, s€€ stbpttrsPazzr|,leZV7tr ruR {Eca /7,4R'<-s-'W ',7;ajs2(.K
fuaro or coae:/4!]iQ/, /18
Weather Conditions: U fA<@ Fietd weldins:
Type and Capacity of Machinest4Ud,,t)
evctroaes:Q/F/ rc&tr
wefd sizes:%-€/n'
SUMMARY
TotalUneaf lnchesof Welds Made: Z%A/ffi
Reieaed: /Bewetded'1y'
Types otwens:F/@f$A4
Welding Positions Usd: F
f nspected: /DO t6
Accepted: /AZ
Discreoancies Noted:
o
cnr6op" t
. ,rou6,qrrc
fuprz El or riarerorl Elrr'
GOMMERGIAL TESTING LABORATOTIIES
A DIVISION OF CTL ,/ THOMPSON, INC.
DENVEF, COLORADO AO223 3c3 ,/ e25-3207
REPORT OF ULTRASONIC TESTING OF WELDS
Report no.
Weld idenlitication
Material thickness
Weld joint AWS
Welding process
Ouality requirements - section no.
Remarks
22 LIPAN STFEET
o
E
o:
c
.9
(!3b
o
f
Fr!
o(J(!
LL
E
tl-oJ
Decibels Discontinuity
(!
EY
o
o>
o
(!
o.-:=Y< .:v
o
)Y 9)
5 i.:c
(DJ
osoa
>.! 6 o>c
1 // /3 A €.FL 70'A rz 1z 5 .A..€ft-AEre
2 ///3,4 w,tr/7a-A /,2 #5 I
J ///7A €,Ft 7d A /,2 qz S
,///7A tt/.Fl 70'A l2 +L 5 \t/
5
7
I
10
1l
12
14
'15
to
17
18
19
20
scREENotu:/4
o
oorr,
,rro.z.25nU' ,,r._.-orur, 7At
REFERENCE STANDARD:738/S
The above welds were prepared and tested in accordance with the requirements of 6C ol AWS Ol: t Z1@ tstruclural Welding code.
yeal
Tesl date N/anutacturer or contractor
Feviewed byTechnician:
n.,^ .//--#-
SHOP INSPECTION CHECK LIST
-
PROJECT:
Weldinq Contractor:
Architect or Enqineer:
Technician:
I Piece
I Mark
Drawing
No.
Weld
Size
Weld
Type
Total
Inches
No. of
Pieces Accept Reject NDE
Method
ffi/et'rr W-47t///74 t7 I///qA /g 7a- sh t/LrEttr \
a
I
L
303 / e25-3207DENVER, COLOFADO AO223CE LIHAI\ b IHtrtr I
o
LETTER OF TMNSMITTAL
The Beck Group
P.O. Box 8529
Avon, CO 81620
ATTN: Mr. Doug Workman
Date: 12111101
Project: Vail Valley Medical Center
Phase I Expansion & Renovation
Job No.: GS-3479
WE ARE TRANSMITTING:
FOR DATES:
Weld and/or bolt insoection results
,,. ,./ ./
November 26, 27 and 28, 2QQ1
REMARKS:See attached summary reports for information.
lnspections are for shop fabrication.
CTUTHOMPSON, INC.
".2...r rraJq
--')
Dan Downing
LaboratorviField Manaqer
CTL/THOMPSON, INC.
CONSULTING ENGINEERS
234CENTER DRTVE r GLENWOOD SPR|NGS, COLORADO81601 r (970) 945-2809
Nr,
WELD/BOLT INSPECTION REPORT SU M MARY
Client: The Beck Group
Project Vail Valley Medical Center
Phase I Expansion & Renovation
Job No.: GS-3479
lnspection Date:
Field Rep.:
November 26, 27 and 28, 2001
r:l
TYPE OF INSPECTION/APPLICABLE CODE
Visual Weld
AWS D1.1-98 sect. 6.9
Magnetic Particle Weld
AWS D1 .1-98 Sect. 6.10
Liquid Dye Penetrant Weld
AWS D1 .1-98 sect.6.10
n
tr
tr
n
T
tr
Ultrasonic Weld
AWS 01 .1-98 Sect. 6.13
Decking
AWS 01.3-89 Sect. 4.5
High Strength Bolt AlSc spec. for structural
Joints Using ASTM A 325 or A490 Bolts, Sect. I & 9.
Anchor Bolts
Proiect Specifications
Location and Description of Work:
WELDS AND BOLTS
1. See attached.
At the time of our inspection, the items observed met the quality standards sited above unless noted below'
Discrepancies were observed, please see the attached'
Specific information is presented on the following inspection reports
--
*-aTr4"w GoMMERCTALTESTTNG L/ABOHAToFIES
' 'btaa A DlvlsloN oF cTL '/THoMPSoN' lNc'a w3t a=...=';-..-r'^^n F]rl2zg gOS ,/B25-3?o7W.Jth az uPAN srFlET oErwEt' crr'.cFAco e,o,223
^r,.T-
! ^ ,a..:2 t/-
crient lM,l4ref lZA K
Project
Contractor:
-V/AR
Type and CaPacitY of Machines A)q
aearodes:Q/V/ PoALg
werd sizes: %-%n'
ryp es ot w eus: ftzeT/4aA
Welding Positions Usd: F
tnsoected:72/A
Accepted: /Att/
SUMMARY
o
Total Lineal Inches of welds Made: /aM aKre
aeieaea:1y'aewetdedp
Discrepancies Noted:
fnspector: ffi
REPOFT OF VISUAL WELDING INSPECTION
LocationandDescrigionolylo,yr't7fr 5zlAL€-X4f :|ZU-@/VSMmln42
vNSNoP FAs@:q.frffiElds be wao1,9E-
=rew{9e74#vryF7'sr'5p'r/1/sPa77^tUaZpyry' sffin&zEr-'
1t,-0",0 or coae:/4)$P/, /18
r weather conditions: e4a< @ Field welding:
GBE@RY A, JAFVIS
Ei^lzt /^nmr Tn'ffi%Reviewed BY:
SHOP INSPECTION CHECK LIST
v
Weldinq Contractor:
Architect or Engineer:
22 LIPAN STREET DENVEF, COLORADO 80223 3o3 / e25.32A7
GOMMERGIAL TESTING LABORATORIES
A DIVISION OF CTL,/ THOMPSON, INgJ
a2 LI'AN STREET tenr"en, cor-onaoo 40223 3o3 '/ a25aea7
BEPORT OF ULTRASONIC TESTING OF WELDS
Report no.
Project
a8429-
weldidenrtricaiio frZL rH/
Matei|al |fiiddness .//. 2-? z
weroiointews 7@-T
vle1iingorocess F44) =, , , , , ,
Flem arks
SCOPE:
"o*ur, 7At
nefeREruCe SrlNOlnO'o
The above welds were prepared and tested in accordance with the requirements of 6C
Test date
Technician:
of AWS Di.1 tfuO ,structural Welding code'
Manufaclurer or contrador
Reviewed bY
,-..-.7f Date
. ,--d.-i#..- '. -.'-:.- .e-*' ' '-'E'r.Ftnt ?Ee?llllGi LABOHATISEIEEiW coMMEBctAL TEsrlNG laBG
-nJ a ovrslortr or ry-/-loMPSoN' lNc'
*IiJt+tt: 2z IJPAN sTFEET E\wd;oidid'aoias s)3 '/ 82fi8'
---
'-
.t. t A) >.tt,-/l ^--nEuent VM VAuEYrnA, A< 4SgqZ?
Project: "----
v ? ' \\
Project No':Q
contradtor:7q7|/zorz ReportNo': rnuT
fnsPector: {
Location and Description of work |1buA z a-l(!@tt/ s M4/!q
^/
s/./ap FA E@, q-fr& @s tee wg-Ds, (zfft r-;oz*'ffi#ffi*{ffi. 'f^ff&ztur-'- j*y:::::r:l:fft
@Fieldweldins:
'**:'H;)^"nt^""'ffff?r rvpesor wens:fra6/4an
wetd sizes: %-€/n
t welding Positions used: F
Totar Lineal lnches of werds Made: pa/Yra,w-a,InsPect eat '/ooo/
Rejected./ s.i;fugrl ^"*",0"o,,-ffiAccepted:
/oD%
DiscrePancies Noted:
o
GREGOFY A JARVTS
Ci^lz{ l^nmr Tn'tuzrzB Reviewed BY:
LETTER OF TMNSMITTAL
The Beck Group
P.O. Box 8529
Avon, CO 81620
ATTN: Mr. Doug Workman
Date: 11128t01
Project: Vail Valley Medical Center
Phase I Expansion & Renovation
Job No.: GS-3479
WE ARE TRANSMTTT]NG:
FOR DATES:
Weld and/or bolt inspection results
November 9,12, i3,15 and 16, 2001
o REMARKS:See attached summary reports for information.
lnspections are for shop fabrication.
o Ir-
i
I
l
,N,
CTL/THOMPSON, INC.
CTL/THOMPSON, INC.
234 .ENTER DRrvE . GLENWooo
""","3"o,
S?o'*llH:".,:lug$r:55.:
Laboratory/Field Manager
WELD/BOLT INSPECTION REPORT SUMMARYp
Client: The Beck Group
Proiect: Vail Valley Medical Center
Phase I Expansion & Renovation
Job No.: GS-3479
November 9,12,13, 15 and 16, 2001Inspection Date:
Field Rep.:GJ
TYPE OF INSPECTION/APPLICABLE CODE
Visual Weld
AWS D1.1-98 Sect. 6.9
Magnetic Particle Weld
AWS D1.1-98 Sect.6.1O
Liquid Dye Penetrant Weld
AWS 01.1-98 Sect. 6.10
n
!r
nrr
Ultrasonic Weld
AWS Dl .1-98 Sect. 6.13
Decking
.3-89 Sect. 4,5
T
AWS Dl
High Strength Bolt AtSc Spec. for structural
Joints Using ASTM A 325 or A49O Botts, Sect. B & 9.
Anchor Bolts
Project Specifications
o
Location and Description of Workl
WELDS AND BOLTS
1. See attached.
At the time of our inspection, the items observed met the quality standards sited above unless noted betow.
please see the attached.Discrepancies were observ ed.
l-
Ij
o Specific information is presented on the following inspection reports
COMME]IGIAL TESTING LAtsOTIATORIES
A DIVISION OF CTL,/ THOMPSON, INC.cc LrpAl\ tjf HEET DENVEB, COLOFADO AO223 3O3 ,/ F,254777
client: Ve t/A/LEy/nA, qK.
Project: gn€
Contractor: ZDnIZ&
oate:,t/- /-O/ t/
a Standard or Code../4419,OI \-AAO
Weathe r C o nditions.Q2 l/ffi
Type and Capacity of Machines:
';n'::w{h:*
SUMMARY
Total Lineat lnches of Welds Maoe:/22 o/ =-i Inspected: /227
Reiected7y'
Discrepancies Noted:
Aewelded:/Accepted: /227
o
Project No;GSS/Z?
Report No.: W4
Inspector: 6
@-'eid werdins:
rypes or waa",F?ftZeT
Welding Positions Used: f
Locati o n a n d D e sc ri pt'gf
" i yvq\i wsan z a.4/mv'+Tz/1/s @ av:Nap frffi4,+zq?,rzgVF#,&Z reE e4<5, €NA Ctkqryta BaU /JAL#. .% sH*liwm:ztvCttec2-fu ,,
6za / A//2 z/F&s@ @ eF r?z t- fubr<,l^Vwqzs aN A E€,qn sF%T;1,@z,c/l F4NA€3 A/uo A6w fEG H/AE/< |.?OGA
GRE@RY A.JARVIS
!
| -' 4-ri"ncopyff.&.UE(l Reviewed By:
SHOP INSPECTION CHECK LIST
PROJECT:
Welding Contractor:
Architect or Enqineer:
Date: t/- Q-
Technician:
o
M 22 LIPAN STREET DENVER, COLORADO 8O223 303 ,/ a25-3207
o
COMMERCTAL TESTING LABOPATORIES
A DIV]SION OF CTL,/ THOMPSON, INC.ap LfpAN srFrEEr DENVER. coLoRAD- eoies aog / e?s_B?o7
REPORT OF ULTRASONIC TESTING OF WELDS
Reporrno.4S4-:
Weld identilication
Malerlai
Weld joint AWS
Welding process
Quality requirements - section no.
aetN 4Z "r,,rrr.99!eeNom:/l earc
,EaZ--Z€ffi ,,rr-
i
I
t-
Manutacturer or contractor
Reviewed by
Date ././ -
COMMERCIAL TESTING LASORATORIE SA DIVISION OF CTL ,/ THOMPSON, INC.p2 LrpAN STREET DENVER, coLoRADo aoaae eoe l aesi)z)
client: l/AZ UAztg rZA, &_
Project: Sr4Z€
Contractor: .-' ryW
oate://-/?O/ /
l Standard or code'./t!//,Ei Al /-ZDD
We ath e r C o n diti o n s : U f/A,
Type and Capacity of Machines: ,pgpq
Electrodes:6f7f ,l
Weld Sizes: qfT/
3&
SUMMARY
Project No.&53/n
Report No.: W--tr
fnspector: {
@ Fierd werding:
rypes of wetdsrF/*&f
weldins positions U*d$ y'
Location and Description of work: tbaal nA/A /ffi&1%qAm/%2F FaLL fu/gHQ7WVmSoN %/Z//2643€oL4re &u/v@?/1,Lg -_ ^16z//4 4 €@Ws,.</a<rqFffia,.ze.fu-,ap
=*
Tota|Lineal|nchesofWe|dstvlaoe:,7D2,/a,mlnspected:/'2a/
Rejecred: 4l//pr4,rui/ aewetded:g/ Accepted: ?gZ
Discrepancies Noted:
S€€A2ffi
o
GRE@BY A JARVIS
Field Copy to, - i^Reviewed Bv:
SHOP INSPECTION CHECK LIST
PROJECT:
Welding Contractor:
Architect or Enoineer:
Date:,//-e
Technician:
a
M 22 LIPAN STREET DENVEF, COLORADO 80223 3O3 ,/ A?5-3207
GOMMERGIAL TESTING LABGIRATORIESi
A DIVfSION OF CTL,/ THOMPSON, INC.DENVER, COLORADO 8oee3 3O3 / a"5a7r7
REPORT OF ULTRASONIC TESTING OF WELDS
2A LIPAN STREET
Weld identitication
Material thickness
Weld joint AWS
Welding process
Ouality requiremenls - section no.
o-o
E
o
5
o
(neb
c)
E
!E 9'F(t'
q)
LL
E
Y q))
Decibels )iscontinuity
.E
(!
EY
o
c
o>
(!
<5
.9 E'
o-)
Eg(DagtP
i. (!
=Y66< E ]4 dsc.l
l
?
tt&4,a-rzII4A WFL
U-agA €'FL
70'A t.z 4Z a ACET7/A /z fl g A@7',A /z fr-E 4@
;
x24A-Ez ?'t4 t.z +z qZ +xo 6"2.%o,@ Ma-t--z
E|
I
'10
11
13
'14
tc
to
17
t6
J9
20
Test date
Technician:
Manufacturer or contractor
CtrIMMEFICIAL TESTI]\|Gi LAEIOFIATCTFIIES
A DIVISION OF CTL/THOMPSON, INC.
Project )AZ- 1/A@./ru- AK project
^r., 6 54ff
rnspector: z/rTAKlrz-i out", //-,/p-O/
I tem
No.
Date
Re po rted DateLocati on Acce p te d
Pa ge of
o
22 LIPAN STREET DENVER, COLORADO SO223 3O3 ,/ A?5-O777
COMMERCIAL TESTTNG' LABORATOrIIES
A DIVISION OF CTL,/ THOMPSON, INC.EA LIPAN STREET DENVER, COLORADO AO223 3,A3 ,/ A?5.3?O7
Project: fM-YnUgmQCaM
Contractor: egz
Types otWetdgF44, H/
Welding Positions Usea: F
e"""prca,r/2%
o
a^t , 7y'/JO/ /
Project No.:G534 7?
Report No.: VT6
Inspector: eT
REPORT OF VISUAL WELDTNG INSPECTION
Location and Description of work: w//4L 4/u0 //{Kl1SaAJrc eqMlE
2F F//&HV€T@/v yl/€US oN gffirn Fh4A/66? Kns€ Pa+ras oN %a€ /n4,<5 //7Srn.EUAL a<Arml@tA kp<fru av sryaP,@@WZB6- s€ s/,W{rtt5@@rU a,y* 4,
- Standard or Code: furgi 2/ /- ?8
Ow."tn",
""^onor",7yefr
' <-/
(Shoo od Field Weldino;\.---7
Type and Capacity of Machines://ABr'{
Electrodesgf 7/F/ 3AA
weld sizes: / k -/ /2"
SUMMARY
TorarLineallnches of werds Made: /Z/U Arere nrp""t"6./H/
aeiected4/
Discreoancies Noted:
/#l\'trgdrircnvs
*S1'z
Fierdcopy ro:fu44 Reviewed By:
SHOP INSPECTION CHECK LIST
PROJECT:
Welding Contracton
Architect or Enqineer:
Date:r//-,-o
3O3 ,/ A25-O777DENVER, COLOFADO 8O22322 LIP,AN STREETM
COMMEECIAL TESTING LABORATORIES
A DIVISION OF CTL ,/ THOMPSON, INC.
DENVER. COLORADO 80223 3o3 ,/ A?5-O777
REPORT OF ULTRASONIC TESTING OF WELDS
22 LIPAN STFEET
Reportno.KSn
Weld identmcalion
Material thickness
Weld joint AWS
Welding process
Quality
Bemarks
K//&V-Sa S/N:all/sy I'i:UryT: r.,",, d scaee'ow./D1aarc,-Q-d6-
#W%*ro2,25.f,//Z s,rr,&6Y,,H' o*n, V,2'METHOD:ETNCT
TEST MATERIAL:,45n-fl bi;;1<Zz sfu1645
|}n" "uou"
*,"lds were prepared and tested in accordance with the requirements of 6ColAWS ol.l t @ )$ructural Welding code
Manufacturer or
Tecbnician:
o
GOMMERCIAL TESTING L/ABCIRATOFIIES
A DtVtStON OF CTL / THOMPSON, tNC.
2? LIPAN STFIEET DENVER. COLORADO 80223 3O3 ./ A25-O777
crient: yM- /ra/HZfaZ CZ.
Project: S.4/ZE,
contractor: fu/d
o^t"'r//-/€2/ r
Project N.,G53477
Report No.: 7Va-T
lnspector: 6{
Location and Description or work: KA/S@@/U /1D' / n/@
ryv b,D asf bMA 7f1fu7 -' a&tLsa4& a04/ffi/@1/;;FaZVA\/ l,(rup petfuZ rllA 7'A/rz<rzap<t&affiAZ tMa ztfr4gh^_ 8n/m/#/a/16 12F E/L,EIEE@,,ffi .T(Quzztt/ 7a 8K€ Pre -fu, rz,qZ4 t// /442oE€*rwffiiiffi*Hr*T;*reiarcI standard or code: p/ /'-ta& --7Weathet Conditions?t.>t-/F.- (Shop o/Field Welding:
Type and Capacity of Machines:7y'DffiFT
Etectrodes'4j/ff/ "-%
Types orwetds..F/2,/k
wetasizes:sf_/h.* werdins positions u**f
SUMMAFY
lnspected: lQAitTotal Lineal f nches of Welds tlaae;/O2Z
ae4ctedlP
Discrepancies Noted:
aewetded.P Accepted: /2Az
@EGOEY AJAFVIS
o
Fieldcopyrc,%.Reviewed By:
SHOP INSPECTION CHECK LIST
PROJECT:
Weldinq Contractor:
Architect or Enqineer:
Technician:
Job No.:
3O3 / 825-0777DENVER, COLORADO AO223<d L|F-AI\ 5 tHtt: I
a
COMMERCIAL TESTING LABOFIATORIES
A ?tvlstoN oF CTL / THOMPSON, tNc.22 LIPAN STFiEET DENVEF, COLORA,DO EAEZS 3O3 ,/ Fj25-32cJ7
REPORT OF ULTRASONIC TESTING OF WELDS
Reportno. A-<3474
Weld identification
Material thickness
weld joint AWS
Welding process
Quality requirements - section no.
Remarks
-o
E-
@
=
N€b
cc
o
F(E
o,
t6II
E
rL
o,o-)
Decibels Discontinuity
(!
€ys-e
o
co
Q)>
(5
.Y;i<5 co o)
(D
J
6
+Ev
Y' -^ At€g dsbcd
'I /124A prL 70'A tz 4Z t5 HirD;trT-V7=
2 ullA €. Fz r'a n /z lE I ffi/_!!fA lp-FZ /a'A /'z q at_t26A €-fl.z'A /z +z ?,//e/' -c'-r-/-z A /-7 qz ....2-b
6
7
'10
11
12
13
14
to
18
19
20
?
GATE:
REFEFENCE STANDABo]
above welds were prepared and tesled in accordance with the requirements of 6c of AWS D1 .1 ( @ lstructural welding cooe.
Test date
Technician:
Level:
tr,i''
\ff, C.'MMEFT'TAL TESTTN', LAEr.,HAT.,FrrEs
.. W A DlvlsloN OF cTL/THoMpSoN, tNc.U
LIST OF OUTSTAND]N
Project ^".,634no^t", //-/24/
Date I ten
No.rfo/Locati on
Date
Acce pted
Pa ge of
Project:
Ins pe cto
44,44
cza6A eaTB)l
_o
22 LIPAN STREET DENVEFI, COLOFADO AO223 sOe ,/ 825-A777
GOMMEIICIAL TESTINI3 L/ABORATORIES
A DIVISION OF CTL / THOMPSON, INC.
22 LIPAN STREET DENVER, COLOFIAOO BOE23 3O3 ,/ A23.32O7o
Client:
lnspector: ClT
o
Project: f&V4UgmQCaM
contractor: az?gz
HEPORT OF VISUAL WELDING INSPECTION
ne*etd"dZ Accepted: ,/AA?
oate: //-/$-2/ /
Project No:85347?
RePort No.: lEal-T
Types of WeWs:F44, P/
Welding Positions Used: f
-o En=Z- PL,+T€: oN fuZe i,q,<E ///8A AAn
Location and Description or work: B44L 4/U0 Z/ffiH^Sffi q4mlW//
) F Fa u ruErMa' i,Tazb s oN gA /n- FhqUG 6
// ffi,4, WAL 44rm//@4/ t<rry/Z4 an/-'ffiffi
Standard or Code:&?E D/ /-?6
, Oweather conditions:&1,/64 @Fierd werdins:
Type and Capacity ot Machines :7a/)$/{
Etectrodes'41//f / %A
weld sizes: t /+ -/ ht
SUMMARY
Totat Lineal lnches of welds Made: //2% zZR& |r'spected:/paf
neiected:/
Discrepancies Noted:
GFEGORY A JARVIS
Field Copy ro,&zb<Reviewed By:
o
COMMERCIAL TESTING LABORATORIES
A DIVISION OF CTL,/ THOMPSON, INC.<c LlpA\r\ 5 |HEET DENVER, COLOFADO AOp23 3O3 ,/ e23_g?a7
REPORT OF ULTRASONIC TESTING OF WELDS
Reporrno. es4-f
Weld identilication
Matsrial thickness
Weld joint AWS
Welding process
Ouality requirements - section no.
Remarks
o
(D
c
Et!eb
o
!E !1,F(E
(,
(Elt
E
lr-
lf)
o)J
Decibels Discontinuily
E(E
vi
o
o
na o,
.o(!f
.:g ;<5
oJ
6:gi-o+Etsa(g iv'7^ ^&fg dSd
414444 7d A t'z 50 42 4!t .g ',H 3.t2 /,o7a Ur4SSl- 4g_@lub^t.''-ft-/o 4 /-z %2a Aa€F-3 |IAA €.FL 7a',A /z 53 4 Itl *//-D*3"6s /.4$r'/A<-f) arl&T&A w.rt 7tr /l tl 4 /a rr- e..-\_a t-A--Atr
l6
7
8
9
10
11
14
tc
to
17
18
19
20
"" rrro'Qo uorr,
E@e<
above welds were prepared and lested in accordance.with the requirements ol 6c ol AWS ol : tz&o lsructural welding code.
j
I
I
l-
Test date
PROJECT:
Weldinq Contractor:
Architect or Enqineer;
o
22 LIPAN STREET DENVEF, COLOFTADO AO223 3O3 ,/ 425-3207
)
LETTER OF TMNSMITTAL
The Beck Group
P.0. Box 8529
Avon, CO 81620
ATTN: Mr. Doug Workman
Date: 11123101
Project: Vail Valley Medical Center
Phase I Expansion & Renovation
Job No.: GS-3479
WE ARE TRANSMITTING:
FOR DATES:
Weld and/or bolt inspection results
November 1and7,2401
,o REMARKS:See attached summary reports for information.
Inspections are for shop fabrication.
CTUTHOMPSON, INC.N
Dr,* D*.*
Dan Downing
Laboratory/Field Manager
CTL/THOMPSON, INC.
CONSULTING ENGINEERS
234 CENTEF DRIVE T GLENWOOD SPRINGS, COLORADO 81601 I (97O) 945-2809
o WELD/BOLT INSPECTION REPORT SUMMARY
Client: The Beck Grouo
Project: Vail Valley Medical Center
Phase I Expansion & Renovation
Job No.: c5-3479
lnspection Date:
Field Rep.:
November 1 and7,2001
GJ and DH
TYPE OF INSPECTION/APPLICABLE CODE
Visual Weld
AWS D1 .1-98 Sect. 6.9
Magnetic Particle Weld
AWS D1 .1-98 Sect. 6.i O
Liquid Dye Penetrant Weld
AWS Dl.1-98 Sect.6.'10
n
T
T
T
Tr
Ultrasonic Weld
AWS D1.1-98 Sect. 6.13
Decking
1.}'89 Sect. 4.5
tl
AWS D
High Strength Bolt AtSc Spec. for structural
Joints Using ASTM A 325 or 4490 Bolts, Sect. 8 & 9.
Anchor Bolts
Project Specifications
o
Location and Description of Work:
WELDS AND BOLTS
1, See attached.
At the time of our inspection, the items observed met the quality standards sited above unless noted below.
Discrepancies were observed, please see the attacheo.
specific information is presented on the foilowing inspection reports
o
o COMMERGIAL TESTING LABO]IATO]IIES
A DIVISION OF CTL,/ THOMPSON, INC.
22 LIPAN STBEET OENVER. COLOBADO AO2A3 3O3 / A?5.O777
Client:oate: //-/-of /
Project No.: fCrOJ
Report No.:
Project: ,/6,2 Ud//t*t /'4"d Q4^rt4
c
Contractor: Z: ;"'"t-r.-
4-t t/v\ d hzp
@or Field Welding:
Types of Welds:f"114!
Welding Positions Used:
SUMMARY F/"/, t/o,i. -7r, 15^;p,,lo,
tnspected: /Nq,
Location and Description of Work: 7Q
,O s,"no"rd or Code: / uS D/./
Weather Conditions: C ht 4
Type and Capacity of Machines:
Electrodes:
Weld Sizes: /y _S/a
Total Lineal lnches of Welds trrtade:
Reiected:ai
Discrepancies Noted:
._o
fnspector: Dil
REPORT OF VISUAL WELDING INSPECTION
Rewelded:Accepted: )<yT.
Field Copy To:Reviewed By:
;
SHOP INSPECTION CHECK LIST
PROJECT:
Weldinq Contractor:
Architect or Engineer:
Technician:
Piece
Mark
Drawing
No.
Weld
Size
Weld
Type
Total
lnches
No. of
Pieces Accept Reiect NDE
Method
| /^ds AI itt< n
s
t?
-z:q;
I
oln VT
I
/2D I T<I I I o
/)34. E ?L /tt
t)a) A e2 .J
td" o I/?o ^!,|D
/23d 1>?a o
/2-af, e 28 I n
,/.a3a B 3D I tt a
)2?o S 3A I o
LA/3 A /3 t a
t2A ta I o/2 a &()
.o
M 22 LIPAN STREET DENVEF, COLOFADO 4O223 303 / A25-O777
COMMERCIAL TESTING LREORATO]IIES
A DIVISION OF CTL,/ THOMPSON, INC.
22 LIPAN STtrEET DENVEF, COLORADO AO2E3 3O3 ./ A25.Q7 77
oate: /y' 74/ /
Project No.:O5347?
Report tto.' lT'6
lnspector: ffi
Location and Description of *o,( 1&HL €X/yml/tW/USR%:4;H2aN
=.tJe rlgffi t4d7z gd /aR /'t/€6, @s,ENC CUT=,WO ^fuZf AAES- -s€s{of-rtus@NZ t t?ctr /Bn c wzA L ntvo a4,<n -saAre- W
o F Fztu mUaRre@il wa6 eA/ E44rv SP/ T€{TNp-aGt/ rZaU6€A^/A h/€Kt4<e aF r%G rz/X.€,<
' 3=rk, or code: fuxyt D/, / -zpD
weather condition l(?vQ (ShgggFleld welding:
Type and Capacity of Machines: /ifi".nQf3aA rypes otwens,Ffu
, /) ,',1
Weld Sizes: Z/A, /Z
Electrodes4l/;f /
weldsizes: U b"%:7i b"%::Welding Positions Used: F
crient: vM /Arel//4& . cTp
Project: 54/nd
Contractor:
SUMMARY
Tota|Linea||nchesofWe|dsMade:/2/'6za//%nspected:/Do/
Aewelded;d Accepted: /A27
Discrepancies Noted:
GRECORY A" JAM/E
.o
\./-.---
Fierdcopy T"Ym/az Reviewed By:
o
PROJECT:
Weldinq Contractor:
Architect or Enqineer:
SHOP INSPECTION CHECK LIST
Dale:. /./-
Technician:
Job No.:
Piece
Mark
Drawing
No.
Weld
Size
Weld
Type
Total
lnches
No. of
Pieces Accept Reiect NDE
Method
)2flA 2q Vtr,-76 F/2167 N/,4 //v7-
)2%A t6 ')/I
)73q A .<g tu/a/EP I VT-nr
t2Dk -to fuJET /VT't."dA at /I
t30i K AJ
l73f.,K ?/-,I l
tatSZ 13 /
/242C //
)av3,4ffiB */I
7rt#/-/'///2//t )//
12a/ A b/
teoBC o8 /
///24 /2 a I
it tRD t2 )
1t teD /p'///a.F /2 /'J/7eB ,/,4 l \
F I
{
o
M ::
DENVER, COLORADO 8O22322 LIPAN STFEET 3O3 / 42.5-3207
LETTER OF TRANSMITTAL
The Beck Group
P.O. Box 8529
Avon, CO 81620
ATTN: Mr. Doug Workman
Date: 11/08/01
Project: Vail Valley Medical Center
Phase I Expansion & Renovation
Job No.: GS-3479
WE ARE TRANSMITTING:
FOR DATES:
Weld and/or bolt inspection results
October 23,24,25,26 and 30, 2001
o
t
REMARKS:See attached summary reports for information,
Inspections are for shop fabrication.
CTUTHOMPSON, INC.
N
rF- f\t$,u "[-hr..,^,,1s1
Dan Downing
Laboratory/Field Manager
CTL/THOMPSON, INC.
CONSULTING ENGINEERS
234 CENTER DRTVE r GLENWOOD SPRINGS, COLOFIADO 81601 r (97O) 945-2809
,o
WELD/BOLT INSPECTION REPORT SUMMARY
Client: The Beck Group
Project: Vail Valley Medical Center
Phase I Expansion & Renovation
Job No.: G5-3479
Inspection Date:
Field Rep.:
October 23,24,25,
GJ and
26 and 30, 2001
DH
TYPE OF INSPECTION/APPLICABLE CODE
Visual Weld
AWS Ol .'l -98 Sect. 6.9
Magnetic Particle Weld
AWS D1.1-98 Sect.6.10
Liquid Dye Penetrant Weld
AWS D1.1-98 Sect. 6.10
n
u
T
n
tr
u
Ultrasonic Weld
AWS D'1.1-98 Sect. 6.'13
Decking
.3-89 Sect. 4.5
E
AWS 01
High Strength Bolt Alsc spec. for structural
Joints Using ASTM A 325 or A490 Bolts, sect. I & 9.
Anchor Bolts
Proiect Specifications
,o
I
Location and Description of Work:
WELDS AND BOLTS
1. See attached.
At the time of our inspection, the items observed met the quality standards sited above unless noted below.
Discrepancies were observed, please see the attached.
,o Specific information is presented on the following inspection reports
COMMERGIAL TESTING LABORATO]IIES
A DIVISION OF CTL,/ THOMPSON, INC.
E2 LIPAN STREET DENVEF. COLOFADO AO223 3o3 ,/ A254777
client: VM- YAUEy/V€A. AK,,
Project: Sl</ry€
Contractor: fu/AK
Date:7/)fie/.,/
-f stanoa ra or coae4/82/ /-22D
We at h e r C o nditi o ns'2/d
Type and Capacity of Machines,NA
Electrodes: N/A
weld Sizes: fU/A
SUMMARY
Total Lineal lnches ofi,qrH#/aae:///t/ fut&Are lnspectea:/2?7
neiected/d Rewetdedy/Accepted: ,/227
Discrepancies Noted:
@r Field weldiae*--
,o
Project No.:4534fi
Report No.: fr-
lnspector: 4
Location and Description of WorX: /81/44 6X@ RrZF/@
a/vslbF &tr@ rv€/76<sFa,< /a%, eoF€s/
€NO 6/FS A/1.0 pLT,</aZ€s, s6€ SeFTasrcqenl///&6-T
Field copy n: fuQE Reviewed Bv:
SHOP INSPECTION CHECK LIST
PROJECT:
Weldino Contractor:
Architect or Engineer:
o
M 3O3 ,/ a25-O777DENVER, COLOtrADO 4O22322 LIPAN STREET
22 LIPAN STREET
Projecr: ,r't/./ UeA%n"/ ca'ufu,t-
Contractor: Z,;/d-
Date'.7p-S'/-O/
Project No: aArG
n"oort No., d3g/ry
lnsPector:;4/
REPORT OF VISUAL WELDING INSPECTION
@ot Field Welding:
Types of wetds:fi-l-/ub
Welding Positions Used:
fta-*//d,, {"q'
lnspected:7e4o
,o
Location and Description of \Nork: y7 * p,/aaUllu/.,-tJ/wrj//A# &t
A"tr Lo-{22/ , a,^zj ,^/ "--t, Se4 U^rz/c&*;fr
^Standard or Code: ,lds A l. I
-lrVeather Conditions : Uza'-
Type and Capacity of Machines:
Electrodes:
Weld Sizes: y'V- slA
Total Lineal Inches of Welds Made:
Rejected: 7 "r+/r*
Discrepancies Noted: NfVr_a
SUMMARY
Rewelded: I *U-AccePted: tOflO
Field Copy To:
- "y:
Reviewed By:
SHOP INSPECTION CHECK LIST
PROJECT: t./.; I
Weldinq Contractor:
Architect or Enoineer:
Date: 7 O-)4-
Technician:
Job No. g@S_
Piece
Mark
Drawing
No.
Weld
Size
Weld
Type
Total
lnches
No. of
Pieces Accept Reject NDE
Method
/)ag R g
'tq - Vu lllrv IJ VT/e/v A /a I
t 2a94 ?-d
t 2id. E ?6
i2i6 r /L 7 +
t)t} A
/)29 A 2a I
t)t? €
/))" f 28 I
))1< j 3S
D)3 B L*I
nle A r6
/C at I
/)tz, E /b I
))t? B '?1 o?d
t.2 V< A 3S
/27< a '"<I I
/)7< D 35 I
/e35 E 3S \y I
2E LIPAN STFIEET DENVER, COLOtrADO E}0223 3O3 ,/ 825-0777
COMMERCIAL TESTING LABORATORIES
A DIVISION OF CTL ,/ THOMPSON, INC'
22 LIPAN STREET OENVEH. COLOFTADO 40223 3O3 / A25'O7 7 7
Client:Date:76-25 -O )
Proiect No.: 4d- h<<
Reoort No.: 9du ,/7?Project: ,/*)/ U",//zr4 4"r1' Cp-nfe,oo
Contractor: €;U-t
InsPector:P#
REPORT OF VISUAL WELDING INSPECTION
I StanOardorCode: Ads 3/'l
Weather Conditions: Ae-a--/(
Type and Capacity of Machines:
Electrodes:
Weld Sizes: /q- 5/A
Total Lineal Inches of Welds Made:
Rejected: /5'-J/.//Z
Discrepancies Noted: Nav.,-e-
SUMMARY
,o
@ or Field Welding:
Types of Welds:
Welding Positions Used:
F/21., Ud,,, ko6
lnspected: ,&O
Rewelded :73 "il/t nccePted: 16 o%>
Field Copy To:Revrewed By:
SHOP INSPECTION CHECK LIST
PROJECT: i,/- .'
Weldinq Contractor:
Architect or Enoineer:sqTf
o"
M 22 LIPAN STREET DENVEF, COLORADO 4O223 3O3 / 425-0777
GOMMERGIAL TESTING LABORATORIES
A DIVISION OF CTL,/ THOMPSON, INC.
22 LIPAN STREET OENVER. COLOFAOO AO223 3O3 ,/ A2547 77
Date:16,26-O/
Project No.: @€€Project: L/a;/, t/.L./&aJ /Qz/ A'yA4
Contractor: 2u*&/2-L
(Shof, or Field Welding:
Report No.. 6.53 qry
lnspector: D/f
REPORT OF VISUAL WELDING INSPECTION
Types ot wddsif,/.#
Welding Positions Used:
SUMMARY flo*,J.,/.t lN.lU.
lnspected: rDOVO
Rewelded:/Accepted: 7oo4o
Location and Description of work: y( 6t^ /p/au//zAz/ /r* ^R/t/44ut
Standard or Code: /tttS At. /
Weather Conditions: t*_a-.L
Type and Capacity of Machines:
Electrodes:
weld Sizes: /q- 5/t/-
Total Lineal Inches of Welds Made:
Reiecred:pJ
Discrepancies Noted: /L/n t_t_
o
Field Copy To:Reviewed Bv:
SHOP INSPECTION CHECK LIST
Technician:
Job No.: ?OO=
PROJECT: i./-'
Weldinq Contractor:
Architect or Enoineer:
Ji-Fiete ]
Mark
Drawing
No.
f wetd
Size
Weld
Type
Tolal
lnches
-- No:of -l
Pieces ;"*1 Reject NDE
Method
t2py Al v t/.t^ Vra 'lr:L&l-,tl o t/T/)a4 a )9 I I o I
t)?5f ?<I D
/2)?3 /f I I 0))n3 A 3 I ots3?€3+I I o
tA/bF /6 I I
/ 1)* E 2fr I o/2)*D z*I I e/alq 3 /Ll I o
/e3< 7 3s s o
-3< A 3</I I 6
o"
M 3cl3 / 4258777DENVER, COLORADO AO22322 LIPAN STREET
COMMERCIAL TESTING LABO]IATO]TIES
A DIVISION OF CTL,/ THOMPSON, INC.
22 LIPAN STFIEET DENVEF, COLOFADO 80823 3O3 ,/ A25.32O7
lnspector:241
Location and Description of Work: E/"t-.t/ "*,fAZ?^, {v\ S4 N*
S<2. d'-<Zz-.;t,
r Field Welding:
Types of Welds: fd/"4
Welding Positions Used:
f/^4,U'"rX.rd/4&rliot
,o
Discrepancies Noted: tl/ rl.,t_
Project: d 4r.,/(/&/4.u, /4r/ G^2,
Contractor: /r.""/t J
,oil:liT:"::::^:';,3"d
Type and Capacity of Machines:
Electrodes:
Weld Sizes:
3/n - Vn
Total Lineal Inches of Welds Made:
Relected: gfi
REPOBT OF VISUAL WELDING INSPECTION
SUMMARY
lnspected: /OOZ)
Rewelded: ql Accepted: / AO%
Dare: /o-3o-a/ -/
Project No.: qOO3
Report No.:
Field Copy To:Reviewed Bv:
SHOP INSPECTION CHECK LIST
l
Technician:
PROJECT: t,4:
Architect or Enqineer:
[-Eece-lI Mark
I
Drawing
No.
Weld
Size
Weld
Type
Tolal
lnches
No. ol
Pieces Accept Reject NDE
Methodw;-Alnt? e,l
5
tq
- 4,---1
I ::
/-a3o F 3C-g 5
/3{/ A .tl I
t t ?{.F "<I
/) .// a I I
tst7f./?I
,/--JzX a )9 I I
t-)Qr>2 LD I I/)tq r /g I/))7 A L3 Ijr/t B u/l I
tD7(,-l I I3+t J/)"* B sf<2 )
t)ot A I Itzt) )r)'/I
i)/l D tl I I
_o"
M 22 LIPAN STREET 303 / A25-O777DENVEFI, COLORADO AO223
LETTER OF TRANSMITTAL
The Beck Group
P.O. Box 8529
Avon, CO 8'1620
ATTN: Mr, Doug Workman
Date: 11l0gl01
Project: VailValley
Phase I Expansion &
Job No.: GS-3479
Medical Center
Renovation
WE ARE TRANSMITTING:
FOR DATES:
Weld and/or bolt insoection results
October 22,2001
.,o REMARKS:See attached summary reports for information.
Inspections are for field wells.
CTL/THOMPSON, INC.
N
b** "D*r-,.i3
Dan Downing
Laboratory/Field Manager
CTL/THOMPSON, INC.
CONSULTING ENGINEERS
234 CENTER DRIVE I GLENWOOD SPRINGS, COLORAOO 8.1601 r (970) 945-2809
.o
I
WELD/BOLT INSPECTION REPORT SU MMARY
Client: The Beck Group
Project: Vail Valley Medical Center
Phase I Expansion & Renovation
Job No.: G5-3479
lnspection Date:
Field Rep.:
22-Ocl-01
KJ
TYPE OF INSPECTION/APPLICABLE CODE
Visual Weld
AWS 01.1-98 Sect. 6.9
Magnetic Particle Weld
AWS D1 .1-98 Sect. 6.10
Liquid Dye Penetrant Weld
AWS D1.1-98 Sect. 6.10
tr
D
tr
n
tr
tr
Ultrasonic Weld
AWS 01.1-98 Sect. 6.13
Decking
AWS D 1.3-89 Sect. 4.5
High Strength Bolt Alsc spec. for structural
Joints using ASTM A 325 or A490 Bolts, Sect. 8 & 9.
Anchor Bolts
Proiect Specifications
,O
Location and Description of Work:
WELDS AND BOLTS
1. See attiached.
At the time of our inspection. the items observed met the quality standards sited above unless noted below.
see the attached.Discrepancies were observed. please
Specific information is presented on the following inspection reports
gr
NTAON
Per Diem Yes NoX
Customer PO # VAIL VALLEY MEDTCAL CENTER
Spec/Code AWS D1.t-Dt.4 & RSna RJISlRqgo-
DayofWeek MONDAY
Total Hours Today 4.5 HRS
Total Mileage 200
Assistant N/A
Cuslomer
REMARKS: ON THIS DATE, AVISUAL AND/OR OTHER NONDESTRUCTIVE EXAMINATION WAS PERFORMED
I.T.C. INSPECTION REPORT
Customer CTLTHOMPSON(GLEN
Job# 7902___
O"t"
Hours
Mileage to '100 Mileage From 100
Operator KEVIN JOINER ,
q9!984P9_PIy!Sro!.
2965 Soulh Shoshonc
Englcwood, Colorado 801 l0
Phonc 303-761-0650
l-800-742-5621
FAX-303-761-0658
Page I of!
oN CoNNECTIONS, E|!,IBEDS, PRECAST, DECKTNG; SH
OTHER STRUCTURAL COMPONENTS AS LISTED ou THenTTAcffi
INSPECTION REPORTS.
o
t:f.
,*
., .i)
COLORADO DIVISION
2965 South Shoshonc
Englewood, Colorado 801 l0
Phone 303.761{650
t-8m,-742-5621
FAX.303-761.0658
Cuslomer CTLTHOMPSON(GLEN
Job/Report #__7907-.
Date OCtHoursoisnittffi
Mileage to SEE PG. 'l Mileage From
--
Operator KEVIN JOINER
STRUCTURAL STEEL
ERECTION INSPECTION REPORT
NoX
Customer rO n UO,|. UOrrr" trO,.OL E?nn?#fr
2
Spec/Code AWS D1.1-D1 .4 &ASTMA32S/A490
Day of Week MONDAY
Total HoursToday SEE PG. 1
Totattvtiteage bEffi
Assistant -
N
CustomerPer Diem Yes
THE FOLLOWING INSPECTION WAS PERFORMED @VAIL VALLEY
MEDICAL CENTER IN VAIL.
ULTMSONICALLY TEST FULL PENETRATION FLANGE
CONNECTIONS ON COLUMN TO BASEPLATES (o THE FOLLO\A/IT.IG
GRIDLINES: 7@ J, s@ J, & 4@ J. ALSO V|SUALLY |NSPECTED IVEB
TO BASEPLATE CONNECTIONS AT SAME LOCATIONS.
REF: AMBULATORY SURGERY/ WOMENS CENTER FOUNDATION
PLAN S2.1 & S4.O DETAIL BASEPLATE ryPE',A'.
The above items have been checked against erection or engineering drawings and are acceptable except where
noted.
All high strength fastenefti were installed per applicable ASTM specification unless otheryyise noted.
All welding was performed by qualified welders using acceptable procedures and electrodes unless otherwise noted.
Welds checked by Visual and: Radiography
-
Magnetic Particle _ Liquid Penetrant XUltrasonics
.-rWelds were cleaned after welding as required by the applicable AWS Welding Code.
, lt4ill test reports have been submifted. (Structural Steel) Yes No X\ ltems marked as rejected are to be corrected, replaced, or repaired, unless otherwise dispositioned by the engineer.
This report represents: Partial X ; Complete _ erection inspectionJo; {his project.
Inspector
.. I
'O
LETTER OF TRANSMITTAL
The Beck Group
P.O. Box 8529
Avon, CO 81620
ATTN: Mr. Doug Workman
Date: 10123101
Project: Vail Valley Medicat Center
Phase I Expansion & Renovation
Job No.: GS-3479
WE ARE TRANSMIfiING:
FOR DATES:
Weld and/or bolt inspection results
October 2 - 5,8 -12, 15 and 17,2001
io REMARKS:See attached summary reports for information.
Inspections are for shop fabrication.
CTUTHOMPSON, INC.
Dan Downing
Laboratory/Field Man ager ,w
CTL/THOMPSON, INC.
234cENrERDRtvErGLENW..D""*,.3"?S?"u.t^I$t"=jt3'|5*.",
WELD/BOLT INSPECTION REPORT SU MMARY
Client: The Beck Group
Project: Vail Valley Medical Center
Phase I Expansion & Renovation
Job No.: cS-3479
lnspection Date:
Field Rep.;
October 2 - 5, 8 - 12, 15 &17, 2001
TYPE OF INSPECTION/APPLICABLE CODE
Visual Weld
AWS D1.1-98 Sect. 6.9
Magnetic Particle Weld
AWS D1 .1-98 Sect. 6.10
Liquid Dye Penetrant Weld
AWS D1.1-98 Sect.6.10
n
n
T
tr
T
tr
Uftrasonic Weld
AWS D1.1-98 Sect. 6.'13
Decking
1.3-89 Sect, 4.5
T
AWS D
High Strength Bolt AtSc spec. for structural
Joints Using ASTM A 325 or 4490 Bolts, Sect. 8 & 9.
Anchor Bolts
Project Specifications
,o
Location and Description of Work:
WELDS AND BOLTS
'1. See attached,
At the time of our inspection, the items observed met the quality standards sited above unless noted below.
Discrepancies were observed, please see the attached.
Specific information is presented on the following inspection reports
COri,IMEHGIAL TESTING LABORATTTTTIES
A DIVISION OF CTL,/ THOMPSON, INC.
ae UPAN STF|EET OENVEF|, COt-ctFAEtO AOz2g 3o,3,/ E,F,5€?57
943/?ANDRE,6a N W<as
a- Client:
Project: VP- VAU.4 Aasn
Contractor: ZrumK&. ZlO
_standard or coae:/47)]i1)/, /18
r eVeather Conditions: e/&
Type and Capacity of Machines:A)@l)
ebarodes:(/1f,/ ilO&Otr
weld sizes: %-/n'
SUMMARY
Total Lineal lnches of Wetds Made: /A%ar'ere
aeiectedQ
Discreoancies Noted:
Date:/O'A-O/
Project No.:QgJl//
Report No.: \f
lnspeaor:4]f,
Field Welding:
rypesotwens:Ft/,rs7j/fa,4<
Welding Positions t,lsed: F
lnspected: /AOr
Accepted:/DOad
FaR ,qNfiet lquNffi:ftiffi -a"Ni!fub '
Location and Description orilo*i t it="U Z €X@ S Mrulil40,us,ybP -/?A??g€RS,AR W&DS) &ES
-NO ezt-Ts ANO < NaL$. s€€ slbp_T/1lspazzit,ieaE /sT rcR PE€€ 44<4=yftf"w
O
CNEGORY AJRI'IS
Field Copy h:fu/Az Reviewed By:
SHOP INSPECTION CHECK LIST
PROJECT: YA{L VA
Weldinq Contractor:
Architect or Enqineer:
Date: l0-2-O I
Technician:
Job No.:
o
M 22 LIPAN STREET DENVER, COLOFADO AO2E3 303 / A25-O777
WELDER, WELDING OPERATOR OR TACK WELDER QUALIFICATION TEST REcoRD
Type of Weldett'lut"^ --^ ^=,tloullYngYla ldentificatron No. KWelding Procedure Specification ruo. --7ilo1-09 --Iil Date 9-24-01
Record Actual Values
Used In Qua jification Qualification Range
o
Varia bles
Process/Type [Table 4.10, Item (1)]
Electrode (single or multiple) [Table 4.10, Item (8)]
Current/Pola rity
Position [Table 4.10, Item (a)]
Weld Progression lTable 4.10, Item (6)l
Backing (YES or NO) [Tabte 4.10, Item (7)]
Material/Spec.
Base Metal
Thickness: (Plate)
Groove
Fillet
Thickness : (Pipe/tube)
Groove
F tet
Diameter: ( Pipe)
Groove
Fillet
Filler Metal [Table 4.10, Item (3)]
Spec, No.
Class
F-No. ffable 4.10, Item (2)l
Gas/Flux Type [Table 4.10, Item (3)]
Inspected by
Organization
Interpreted
Organization
Test Number
X
o
st Number
Date
we' the undersigned, certify that the statements in this record are correct andprepared, welded, and tested in accordance with the requirements of section 4
Structura I Welding Code-Steel.
Authorized by
that the
of AWS
test welds were
vrsuAL TNSPECTTON (4.8. 1)
Acceptable YES or NO
Guided Bend Test Results (4.30.5)
Appearance
Fillet Test Results (4.30.2.3 and 4.30.4.1)
Fractu re Test Root Penetration
n et 5rze
Macroetch
Describe the location, nature and size of a crack or tearina of the ecrmen,
Film Identification
RADTOGRAPHTC TEST RESULTS (4.30.3. 1)
Film Identification
Manufacturer or Contractor Zimkor Industries, Inc.
D1,1,
COMMEFCIAL TESTING LABORATORIES
A DIVISION OF CTL ,/ THOMPSON, INC.
22 LIPAN STREET DENVEFI, COLORADO AO223 3o.3 ,/ 82E,-32Q7
Client:
Project: VlgL VA 4A/ l,/affiA L
contractonfu&z_4u2.
Date: //?34/
Location and Description of work: p1(pffi@ 577-4p7'X6Pa-@tV ^FaE Filz riiuezb,+ptv W€e @\rf aE4/E€4€L€Op6€ e zls o, RooT oPdA,/A - O ",rcR EAcg &aa6€
\No RaN DFF--TASS -7/STAZA ,{T €D€€ DF FIAN&sHaK ?u-ES ANo /no/nffieN/1/€.-fu/V PffiS !
cNToP,<nto 6aP/4 Fa< 4xaTzUaaZZS rammlt
.fstandard or codeV{4rgD/ / -W
We ath e r C on diti ons'A, €4F
Type and Capacity of Machines,/B@
Electrodes:f 7/f/ 3e
Weld Sizes:-
Project t'to.,&5347?
Report No.: W-
Inspector: ffi
-4
U, Field Welding:
rypesof *^*/ffi
Welding Positions Uilea: f
SUMMARY
Total Lineal lnches of Welds tAade: /E/ "-lnspected: /2AV
aeiected'.!y'
a'/
Accepted: /PVRewelded:
o
Discrepancies Noted:
CfiEGOffY A JAR\AS
Field copy rc:fu&/Z
,^
cvl
Reviewed Bv: I ,/
SHOP INSPECTION CHECK LIST
il
PROJECT: VA{L VA Date: 1613--61
Weldinq Contractor:Technician:
Architect or Enoineer:Job No.:
22 LIPAN STFEET DENVEF, COLORADO AO2P3 303 / 4254777
COMMERCIAL TESTING LTABORATORIES
A DIVISION OF CTL,/ THOMPSON, INC.
2P LIPAN STREET DENVER. COLORADO 80223 3c3,' A25-32Q7
Client:
Project: Ve VAU-€Y HOSP.
Contaclor:7/'41ry ZND.
oate: /D-4O/
Project No: 4S 34 7?
Report No.: ff
ElectrodesgTff /
Weld Sizes: / /2"
o
lnspector: e.T
REPORT OF VISUAL WELD]NG INSPECTION
Total Lineal lnches of welds Made: /A27 Za/&Qre lnspected: /Z 7
ncceptea:r,&7
Discrepancies Noted:
@. Fibto iVetoins:
Types of welds: FZ|Z re/Y
Wefding Positions Used: f
Location and Description of Work: OES€<I/@N OF FaU PAU€K{fuV
t€LD-A/ PRDCES t6/J V,4@C,WU 2F PK€HATA^/O-ltrEQ PAss -TE4|P</WKE CflEqaP Ky ZNFKAR5O
HER/n0/4{t6Q- PF"CE /4,4<K 3oo/ A
if Standard or Code'.rQ/$ O/r/-M
Weather Conditions: C(A<
Type and Capacity of Machines:,@r{T3&
SUMMARY
GFEGORY A TAFVIS
Fietdcopyrc'%Reviewed By:
.-.
GOMMEREIAL TESTTNG LABORATOFIES
A DIVISION OF CTL,/ THOMPSON, INC.
22 UPAN STREET DENVER. COLOFIAbO 40223 3O3 ,/ .A25-32O7
Glient:
Proiect: lML t/Az€!/ /4€O-trK'o^t", /?5-O/
Type and Capacity of MachinestA)AZI)
Etectrodes:(//f /
wetd sizes:/6- %n'
ilo&4tr
SUMMABY
o
contractor: AZHOE
Location and Description of Work: ybUA Z €X4<M/MOA/ S Mfu<m@
2i-i\i;p- rliriq;a;6-navges lo< wapl &res)
7NO a[rs ANO QLT NoLds: s€€ sr%p-TA/sP@zNZieZf /sf ruR Ptrce /z4RKs-
aStandard
ot codet/1/'lts:O/, /18
Weather Conditions: e /€r<@ Fietd wetding:
Project r'n.t6347?
Report No.: |f
Inspector: {
rypes or w ews, FtZasT/4aa4
Welding Positions tlsed: F
tnspectea:/p12af
n"""6rat/H/
Toral Lineat lnches of wetds Made: /a2/2Kr%
Aelected: /
Discreoancies Noted:
GfiEGOAY A JAFUS
FieldcopyTo'fu Reviewed By:
SHOP INSPECTION CHECK LIST
:O
PROJECT:Datei ldz
Weldino Contractor:Technician:
Architect or Enoineer:Job No.:
o
M 22 LIPAN STREET DENVEB, COLORADO 80223 '5nJ / dd.c-5cLj /
COMMERCIAL TESTTNG LABORATOFIES
A DtvtsloN oF cTL ,/ THOMPSON, tNC.
E2 UPAN STFIEET OENVEFI. COLORAE}B AO223 3o,3 /.A25.32O7
oate'/ffi4/Client:
Project: VA/L VAU{ .t/EO' tr'<-
Contractor:
^Standard
or coae:7Q/)SD/, /18
vWeather Conditions: e/A<
Type and Capacity of Machines:A)@Zl)
Etectrodes:Q//f,/ ilO&tr
werd sizes: %-%n'
SUMMARY
Total Lineal lnches of Welds Vaae:,tzu2E(%
@ Fietd wetdins:
rypes ot w ews : FzaT/4aA4
Welding Positions Used: F
lnspected: /OOr
Accepted: 75%Rejected: 6 "FaU.fu/ yv€LO
Discrepancies Noted:
s€€ &'ffi
I
Project N".'45 34 7q
Report No.: l,f-ff
fnspector: tr
REPOFT OF VISUAL WELDING INSPECTION
Location and Description of work:f thszuL 1-X'4/r1a/@A/ s Mfu<m60-
,NSioP ii4tre€D-nav6#,aR Wtu, &Es)
rMo ca-rs Alvo 4LT NaL6s, s€€ .shryZtsPAzzrrl;ieCt< ZsT ruR Pece /v4R/<s.llr4sttrc- Axrqfztzhf/ail F-azt<tnaA aV &Lre\/
i€ao' E uzirztv zb sse PL4-TE - €67 n'o ,ve=r rz+re
GREGOBY A JARI'IS
Field Copy ro' ft?PF-Reviewed By:
SHOP INSPECTION CHECK LIST
U:
Date: /@
Technician:
PROJECT:
Weldinq Contractor:
Architect or Enoineer:
o
M DENVER, COLORADO 8O223 303 / 425-32A722 LIPAN STREET
,.p" I/M fnk/ Z€/2. ffi. Reportno 6SSq-f
Weld identilication
N4aterial ihickness
COMMERCIAL TESTING LAEIORATORIES
A DIVISION OF CTL ,/ THOMPSON, INC.
2E LIPAN STREET DENVER. COLORADO AO2E3 3O3 / A25-O777
REPORT OF ULTRASONIC TESTING OF WELDS
Weld jolnt AWS
Welding process
Qualily requirements - section no.
Remarks lVI
co
Cl-9k
ZEas,v-fl s/N:akYs/CALIBBATION SETTINGS
;t;;, +€ --^rrrir, d sc*EzNotu:/o? uorr,loV
TRANSDUCER:e,^&VR **Z,Kfrfl2 srze,.i6.5g-Hl orn, 72'METHOD:&A,,r/tr
TEST MATERIAL:4€7460 REFERENCE SIANDARD:b;d"Ezb/< s//v z?3a4s
above welds
Test date
were prepared and tested in accordance with the requirements ol6C of AWS ,,.a t ?B ,structural Wetding Code.
Manulacturer or
Technician:Reviewed by
EGIMMEFIGIAL TESTING LAEICIFIATtrIFIIES
A DIVISION OF CTL/THOMPSON, INC.
LIST OF OUTSTANDING DISCREPANCIES
Project *"., &5347?
Inspector ,ArTA,<IT-S oate: /O-g€/
Date Date
rted Locati on Acceoted
Page / o
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Project:
l tem
No.
o
,IVAKK E@SA
Fazc Pav wa_o oN
€A5T FLANffi TD
n EtrA
7,SS-A
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22 LIPAN STREET DENVER, COLORADO AO223 303 ,/ e25-O777
o
GOMMEIICIAL TESTING L/ABORATORIES
A DIVISION OF CTL / THOMPSON, INC.
22 LfPAN STFEET DENVEF|, COLOFADO 80223 3O3 ,/ A25-32O7
Client:Date: j/*?4/
Project: I/@YflIAmQCAM Project No.:G5347?
Contractor: AngZ Report No; \ff4ff
?e2A
rltandaro or codeAAl$ O/ / - ?6
Weather ConOitions:&l/€4
Weld Sizes:
Type and Capacity of Machines:fl4847
Electrodes4f 7/F/
t /+-/ /z'
Tota|Linea||nchesofWe|dsr,laae:,/22%z/7%€nspectea:/P7
Aewelded:y'Accepted: /ADZ
@Fierd Werdins:
Types of wetds:F44,. H/
Welding Positions Used: f
SUMMARY
Aqected:g/
o
lnspector: eT
REPORT OF VISUAL WELDING INSPECTION
Location and Description oi work: rel//QL /4/U0 l/ffi4-{ffi eqmlf@1E
)F tu&ruv"iMru'irfszbs oN EgAn Fh4A/6€S
-o g,?s€ PLA-T€S oN %a€ /4QKKSS&/4)
Discrepancies Noted:
GFEGOfiY A.IARUS
Field Copy To:Reviewed By:
COMMERCIAL TESTING LABORATOFIES
A DIVISION OF CTL,/ THOMPSON, INC.
E2 LIPAN STREET DENVEF. COLORADO 80223 3O3 ,/ A25-3?O7
REPORT OF ULTRASONIC TESTING OF WELDS
t/41/ t/|,'t* rZaf CZ:l faz a"po,tnozfi;!.#7?-
Weld identification
Material thickness
wetdjoinlAws T-JU1F
Welding process
Qualitv reouirements - section no.
Rer,atks 2)Z- Ta ,re€
G€b
PP'asrvsa s/N:M4Y5Y CALIBRATION SETTINGSuo,*,42 -^rrr"r, Lr" rr.*oru' /O//ctt=, 1bo6
TRANSDUCER:METHOD:€,or,r4{
TEST MATERIAL:A€h4.)FEFERENCE STANDARD:EC""gZ a,z sA/ZBA/S
above welds were prepared and tested in accordance with the requirements oi 6C ol AWS O, , t ?,fr ,structural Welding Code.
Test date
SHOP INSPECTION CHECK LIST
PROJECT:
Weldino Contractor:
Architect or Enoineer:
Dalet /C>q-O
Technician:
Job No.:
Piece
Mark
Drawing
No.
Weld
Size
Weld
Type
Total
Inches
No. of
Pieces Accept Reiect NDE
Method
26o14 J ta-VB
2eaA 2 I20toA/o v
I
o
M 22 LIPAN STREET DENVEF, COLORADO 80223 3O3 / 425-0777
db .':'"'' .,..
- W COMMERCIAL TESTING LABOTIATIrFTES
^n3 A DvrsroN oF crt. ,/ THoMPSoN. tNc.
W&,y?z ae upAN srFtEET EEr{vEFl, @LoFAoo B,o22g 3oB /.a25'32o7
^r,--U--
-Datet /Oy'/2-O/
Project No.:QS $(/f
Report No.: |4-
fnspector: e{
REPORT OF VISUAL WELDING INSPECTION
Location and Description of work tLsuez €X4rrza74227ys Mffilx60-
M-s/r;p- irq-tiw;b-nev8&s pR ws-D, &Es)
^/o ar6 AND fu_4 NaL€S, s€_€ stbPZtllSPA7Z^liecrcTsT Peca /vnR/<s-
,q::,"::;: ::::sf*%
Type and Capacity of Machines 4)Az))
ewctrodes:(//y'/ tWAAtr
wetd sizes:/5-/n'
@ Fietd wetciins:
SUMMARY
Client
Project: VAIZ V/LLLT mA Cf<
Contractor: ruZOZ
Discrepancies Noted:
rypes ot w aa"t ftz,az/qan&
Welding Positions used: F
Inspected: /2A7
Accepted: /tA 7
Total Lineal Inches of Welds Made: /AAZAKre
Rejected:g/aewetdedy/
o
GEEGORY A JAFI/IS
Fleld Copy TcftryrcZ Reviewed By:
SHOP INSPECTION CHECK LIST
.Q
PROJECT:
Weldino Contractor:
Architect or Enqineer:
Date:/62-
Technician:
o
M DENVER, COLORADO AO223 343 ,/ A25-32O722 LIPAN STFEET
COMMERGIAL TESTING LABORATORIES
A DIVISION OF CTL,/ THOMPSON, INC.
EE LIPAN STREET DENVEF, COLORAOO SO2E3 3O3 / A25-32O7
Client:
Project No;4.S 344
Report No.: /T-qT
Inspector: G"[
REPORT OF V]SUAL WELDING INSPECTION
Locarion and Description of Work: WAO A/pZZffifl% @
)F Fil/J- reVerpww w% o/v ce/Zfry/v7o&s€zzKT€ - F4. r4AKK ANo aoD64
Project: Vr%- VfrZ4/rZA G
Contractor:Z--;-/ZVKAZ
(-5!919 Field Weldins:
alTypes of Welds:/ -/
Welding Positions Used: F
Inspected: /P'6
Accepted: ?O 6
iltandard or Code'.,Q$ 2/,/^?6
Type and Capacity of Machines:A/AEQE|
Ewctrodes'fiff / 3OO
weld sizes: | /+ "
Total Lineal lnches of Welds waae:r/227
Rejected:$-m
Discrepancies Noted:
-<€€ 2:o,E/-
o
Weather Conditions: &/6<
SUMMARY
Rewelded:4y'
/
Date:.b/D4/
GRE@FY A JASVIS
Field Copy To:Reviewed By:
COMMERCIAL TESTING LABORATORIES
A DIVISION OF CTL,/ THOMPSON, INC.
DENVEB, COLORADO AO223 3c3 ,/ 825-3207
REPORT OF ULTRASONIC TESTING OF WELDS
E2 LIPAN STREET
14ft /:1 i' ', a r',', ^"r,n^".P,5347?
Weld identification
Material thickness
Weld joint AWS
Welding process
Quality requirements - section no.
Remarks
.9h
'- -A
SCOPE:
KE-//S J-50 S/N:eHySy CALIBRATION SETTINGS
o,o,r' 42 --^Ere,x, d scaEEn',,,v:/Daoorr'Q?
TRANSDUCER:
e, a2&,4 *Ea.M*,.6Z5f.fu? o*cLe 2n METHOD:Za/w-4{
TEST MATEBIAL:
Y4€7e-SA
REFERENCE STANDAFD;DsZ Ele s/'v 7%A4S
above welds were prepared and lested in accordance with the requirements ot 6C of AWS O,.', , ?B ,structural Welding Code.
Manufaclurer or conlractor
Reviewed by
Date
OM
ro
Page of
CCIMMEFICIAL TESiTING LABOFLATtrIFIIES
A DIVISION OF CTL/THOMPSON. INC.
LIST OF OUTSTANDING DISCREPANCIES
Pro ject, yr1/Z VA Lry /A C .Project No. :
tnspector, 4,{AEJFS oate, ,/O-/0-O/
Date I tem
No.rte d
PZ.
FLA/UE trAlL
N 4M4
7Nst4'DaN iutP€O
o
22 LIPAN STREET DENVER, COLORADO AO223 3O3 ,/ 825-0777
GOMMERCIAL TESTING LABOFIATORIES
A DIVISION OF CTL,/ THOMPSON, INC.
22 LIPAN STBEET DENVER, COLORADO E|0223 3c3 ,/ A25-32O7
Client:
@\)sf€ N otr
1aP-C-trC,/4AZK
aewetdedl4
,-DTypes of Welds: tr .
Welding Positions Usea: {
lnspected: /2Dz
a"""pt"a,/DD%
o
Discrepancies Noted:
Project: YM- /A//E)/ /il62 CTZ
Contractor: fuW
Location and Description o{ work: €ANS:@T/aaV Of. !fl !!;/2No,n mrmr4^
oate'/h,//4/
Project N".AS 347?
Report No.: |rTl/T
Inspector: G{
REPORT OF VISUAL WELDING INSPECTION
aoD6R €AST FLANa€
@rFietd wetdins:
,,$tandarc ot code'r4/t S A/, / -?g
Weather Conditions: UY'A<
Type and Capacity of Machines
Etectrodes'(//f / 3@
werd Sizes: / /1"
Total Lineal Inches of Welds tt^a"t/O2%
aeieaeo:jZ
SUMMAHY
CREGOBY A JAFVIS
Fierdcopy rc, ZzZ/2/Z Reviewed By:
GOMMERCIAL TESTING L/ABORATORIES
A DIVISION OF CTL,/ THOMPSON, INC.
DENVER, COLORADO AO223 3A3,/ A2s,-3207
REPORT OF ULTRASONIC TESTING OF WELDS
22 LIPAN STREET
l/fl// urul€y a azl C Reporrno ASV/A
Weld identitication
Material thickness
Weld ioint AWS
Welding process
Ouality - sectlon no.
Flemarks
""^rr o,*/D 4
norr,
",rr-85)r79oo*n, 7D "
above welds were prepared and tested in accordance with the requirements ol 6C ol AWS
Manulacturer or contraclor
Reviewed by
Dale
1:-*! r
o
ctrlMMEFtCtAL TESTTNG' LAElclRATctFilESi
A DIVISION OF CTL/THQMPSON, INC.
LIST OF OUTSTAI'IDING DiSCREPANCIES
Project No, :
tn=r""ror, 4;{A,<lf-f oate: ,/D-/O-O/
Project:
,O
0ate Item
No.
DatertedLocati on Acceoted
Page
FU/UK FUL
-'
)1 -ar-tt t.t-
N 4agz4
7Ns@aN rul,€6O
o
22 LIPAN STREET DENVER, COLORADO AO223 3OB ,/ 825A777
COMMEFGTAL TESTINGi L/ABOI|ATOR|ES
A DIVISION OF CTL,/ THOMPSON, INC.
2E LIPAN STBEET DENVEB. COLORADO AO223 3O3 ,/ A2+3e;O7
REPORT OF MAGNETIC PARTICLE EHMINATION OF WELDS
Quality requirements - section no.
WELD LOCA]ION AND IDENTIFICATION SKETCH
The above welds were prepared and testsd in accordance with the requirements ot the American Wetding Society AWS D1 .1, ( 2<2(E \ Structural
Welding Code. year
Technician:Manufacturer or contractor
restdare /o-//-ol Feviewed by
Date
'Jl"J."ffflT',Eac Eoc
o
tr
Residual E Continuous
Half-wave
COMMEBCIAL TESTTNG L/ABORATORIES
A DIVISION OF CTL,/ THOMPSON. INC.
22 LIPAN STREET DENVEB. COLORADO AO223 3O3 ,/ 8,25.3207
r-r t l[.oate:/Oy'Z€/
Project No.:GS347?
Report No.: lFe{T
lnspector: e{
@Fierd werdins:
Types of WeWs:F44, H/
Welding Positions Used: F
TotalLinea||nchesofWe|dsMade:/z2a%zZ2/ru€|nSpected:/a26
Rejected: 6 oFaA PAJ
Discrepancies Noted:
Rewelded:4 Accepted:
"5%
S€€ O.P-rFT
o
Project: f,%Y4@mQCaM
Contractor: eVgZ
REPORT OF VISUAL WELDING INSPECTION
Location and Description of work: 6AnL A/UO l/ffiH<An% *4mt/tr@/A
F Fae@vern+nfr-iM€z"bs arv gEA,rn F4A/66
? g,as€ PU4-faS oN %aC lnQKE Ae34
,Janoaro or code:fi72$ O/ /-76
-We at h e r C on diti o ns :&L/6€
Type and Capacity ot ttacnines:71/12$l{
Etectrodes'{//f / %'
weld Sizes: t /+ -/ /2"
SUMMARY
TRlnr*'
Fierdcopy rc, fubZ Reviewed By:
COMMERCIAL TESTING LABORATORIES
A DIVTSTON OF CTL / THOMPSON, tNC.
DENVEB, COLORADO AOP23 3O3,/ A25.3?O7
REPORT OF ULTRASONIC TESTING OF WELDS
22 LIPAN STFIEET
Vnr' f4tt azfz4t fr<. Reportno, 4Sg/Ff
wetdioentrtication F- 44L FA.,/Materiat thickness /, gi-''^
Weld joint AWS
Welding process
Ouality requiremenls - section no.
Renarks l4ffik -
o
o.9h
SCOPE:K6-dsi/a S/N:eflysy CALIBRATION SETTINGS;*4 3' ""
aete&, d s" rr o,r'/4 o oorr, //dZ
TRANSDUCER:
s,N UryK__**.ZZ€d*Z s'e,.Gx.H* orn,- m o METHOD:e/1/m{
:a'iwb REFEBENCE STANDARD:Dsc-Bz;ry -s// 7?sg/s
above welds were aaprepared and lested in accordance with the requirements ot 6C of AWS D1.1 ( t 2 \ Structural Welding Code.
Manulacturer or contractor
Reviewed by
Date
CtrlMMEFICIAL
LIST OF OUTSTANDiNG DISCREPANCIES
Project:Project *r.rES347?
o
tnspector: lgrTARIfF oate, /O-g€/
Date Item
No-
DatertedLocati on Acceoted
Page / o
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f/
,O
.rryRKK PASA
Fazt Pav Wa-o oN
5T
CUSS-,
e D5€ " O€qT/J AN
r/(,M€5.
s,4m6 K€9,
22 LIPAN STREFT DENVER, COLOFIADO AO223 3A3 ,/ 8258777
o
GOMMERCIAL TESTING LAtsORATORIE€i
A DIVISION OF CTL,/ THOMPSON, INC.
22 LIPAN STREET DENVEF, COLOFADO AO223 3O3 / 8254777
client: /,g- VnZg /AA {tK
Project: =A/Z€
Contractor: Z.ZVTpZ
Date: /2-/54/
Project No.:Q53478
Report No.: lrtT-ClT
lnspector: CT"
Location and Descript ion otwoklk//\6re6ru/V AF-?-,'n /VA' /
Na@ oN A.A /-/-<TA.<TA /a-6-a/ - lBaaZ- 4/u0
7!fi</49A/.% TffiCreN aF,?sFMlUA, R att/ruu-puerA@zV h/€Lp /QTFaIA/E D &s€PK/€ ou @_c,g'hikz-/j/o: ;esA _ _ffi^ {sz<rffi
AaE6ta/-?B
weather conditionyz4y6( @ Fietd welding:
Type and Capacity of Machines
Etectrodes'gi/7f7 3AA rypes of wetds: Fzzz ftN
Weld Sizes: / 4 '/2 Welding Positions Used: rC
SUMMARY
Total Lineal Inches of Welds Uaae: ,1OOT lnspected: /AOZ
Rejecred@ Accepted: /OA f
Discrepancies Noted:
GRE@BY AJANIS
95s0171
o
Field Copy To'7- 'Reviewed Bv:
COMMERCIAL TESTING L/ABORATORIES
A DIVISION OF CTL,/ THOMPSON, INC.
DENVEB, GOLORADO AO223 303,/ 825-3207
REPORT OF ULTRASONIC TESTING OF WELDS
Report no.
22 LIPAN STREET
wetd idenrilicalion 242 -t@l/
Marerial thickness /. 3'
Weld joint AWS
Welding process
Oualitv reouiremenls - seclion no.
Remarks
(!.9h
SCOPE:
K6-t/sA/-sa S/N:e/{f5}/CALIBRATION SETTINGS
;t^,;," 45 " ""^e.+q: d ," rrro,*,21aarc' JbV
TRANSDUCER:
"^ @ r^ra &ffi&Z ",rr. 64, 7s?'o*ur, 7a a METHOO:
TEST MATEFIAL;<4572-fr REFERENCE STANDARD:osC Ej s/u Z%A4<
above welds were prepared and tested in accordance with the requirements of 6C ol AWS O't.a t ?9 lstructurat Wetding Code.
Manulacturer or contractor
Reviewed by
Date ./? -.
o
CCIMMEFTCIAL TEsiTINGi LABCIHATCTFIIES
A DIVISION OF CTL/THOMPSON, INC.
LIST OF OUTSTANDING DISCREPANCIES
Prn iarf'Project u".' &5717?
Inspector:
Date I tem
No.
n-+^t,rq uq
rted Locati on Acceoted
f/e ./o.-----7-
''G //rR/(r PnSA
Fazt Pgv Wa-O oN
5T
-€l =- lt\AJ-*Affl C/Ass-/7
e 5€ ,, D€PTJ Alil
Atr€K '5p&€s-
22 LIPAN STREET DENVER, COLORADO 8cJ223
Pag
3O3 ,/ A25-O777
COMMEIICIAL TESTING LABORATORIES
A DIVISION OF CTL,/ THOMPSON, INC.
22 LIPAN STFIEET DENVEFI, COLOHADO 80823 3O3 ,/ 4254777
Dare: /4-/va/
Project No: G5347?
Report No.: \f
lnspector: 4
REPORT OF VISUAL WE
Location and Description of wort<i WUAL €XA//6/kTAVNS Rrcenq?
aN s'loP FA6trott6o /n€/nB% FaK h/€LDS/ CoP6l
€ND C67s A/1to E atr llaLd fuK reG ,4Ar<Ks
2oo7A ANo apqA_,;geZ ezVA A N e_ K € tr78_ t4/€a rry<,re q@PdaVx-ep @z_etuEQL ^ rzzz,t6_Auo apD tat d on1 779
' /M.' Vnuasr,rV€O. €R. Rry
I sranoard or Code://)S Ql,t -2@
Weather Conditions: COt/< @rField Welding:
Type and Capacity of Machines: /',%T
Elearodes'.Q/f-/ Types of wdos:fuEf
^-/ </ /.
Weld Sizes: 7t- =rA - Welding Positions Used: F
SUMMARY
Total Lineal lnches of Welds Made: /A2% A/KAG nspeaea:/Z0 7
Acceoted: /U 7Rejecled:4
Discrepancies Noted:
client: yffi- vA?JE7'rn€o- qR
Project: SAn€
Contractor: fupfz
GFEGOFY AJAfrVIS
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Field Copy To:Reviewed By:
FRIN :I^EBB CRANE SERJICE FAX l'U. i 91P,2433a46 Sep. 28 z@AL A7i54An
WEBB CRAilE INL
P.O. 80X 55366
GRAND JUNCTION, CO, 815O5
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970'z{7')ul5 'FlU(
coPt
DATE:
TO:
FROM:
1.23'ot-
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NUMBER OF PAGES
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LETTER OF TMNSMITTAL
The Beck Group
P.O. Box 8529
Avon, CO 81620
ATTN: Mr. Doug Workman
April 8, 2002
Phase I Expansion & Renovation
Vail Valley Medical Center
GS-3528
Date:
Project:
Job No.:
WE ARE TRANSMITTING:
FOR DATES:
Spray-applied fireproofing inspection
April4,2QO2
The materials measured meet project
requirements for thickness and densitv.
This report cqmpletes fireproofing
inspection for this project.
CTUTHOMPSON,INC.
'. rt
Dan Downing
Laboratory/Field Manager
cTL/TrioMPSON, tiltc.CONSULTING ENGINEERSGLENwooD spFrNGs. coLoRADo 81601 r r#ol blujr'og
:
234 CENTER DFIIVE r
SPRAY-APPLIED FIREPROOFING INFORMATION
Job No. :
Project:
Client:
GS-3528
Phase I Expansion
VailVattey Medical
The Beck Group
Date of Measurements:
& Renovation
Center
Technician:
3rd Level Framing
April 4,20e2
F\N
Location of Measurements:
tr
tr
T
Primary Beam
Secondary Beam
Bar Joists
Restrained:ENo
Notr
E
E
YesTr
T
\/aq Required Density:
Reguired Strength:
IJ
150
pcf.
psf.
i
L-.-
I
lrl coturn
L-J F tuleO F loors
l-l ot'",
Req.
Thick.
fioJ
15/16
10t16
l--l y."
UL
Design
No.
N-782
N-782
'.-Y.
Thick.
iid
1 4t16
UL
Design
Nq
O
Thickness Requirements civen By:
@
Herblan lns ulation
Painted:
Oiled:
Scale:
ryPE OF SPRAY-APPLIED FIREPROOFING:Monokote MK-6/Hy
PROJECT SPECIFICATIONS
Density Taken:
Bond Taken:
REMARKS:
rHrcKNEss AND DENSrryrgJJ:trJ5D FrRE RESrs'vE ,or=*,orE-|
Phase I Expansion & Renovation Location:
GS-3528
April 4,2ooz contractor:
DD
Thickness of Material on Beam or Column
Thickness, in51617
Vail Valley Medical Center
3rd Level Framing
The Beck Group
Project:
Job No.:
Date:
Technician:
Column G-7
Primary Beam
H Line between
4and5
ffi
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mIFi,i!.i:rtir-I-:Fi
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REMARKS:
n /,1
y/
a
Project:
Job No.:
Date:
Technician:
Location
Column G-7
Average (pcf):
v
DENSITY DETERMINATION FOR SPMY-APPLIED FIREPROOFING
ASTM E 605-93
Vail Valley Medical Center
Phase I Expansion & Renovation Location: 3rd Level Framing
\rD-JCZU
April 4, 2002 Required Density: ,|S.0
DD
Length Thickness. in
(in.2l3l4
'15.3
Remarks:
LETTER OF TRANSMITTAL
The Beck Group
P.O. Box 8529
Avon, CO 81620
ATTN: Mr. Doug Workman
Date:
Project:
Job No.:
March 5, 2002
Phase I Expansion & Renovation
Vail Valley Medical Center
GS-3528
WE ARE TMNSMITTING:
FOR DATES:
Spray-applied fireproofl ng inspection
February 27,20Oz
REMARKS:The materials measured meet project
requirements for bond strength.
>+- =D*.-,,r
//ry
CTUTHOMPSON,INC,
Dan Downing
Laboratory/Field Manager
CTL/THOMPSON, INC.
CONSULTING ENGINEERS
234CENTERDR|VE r GLENWOOD SPRINGS, COLORADO 81601 r (970) 945-2809
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LETTER OF TMNSMITTAL
The Beck Group
P.O. Box 8529
Avon, CO 81620
ATTN: Mr. Doug Workman
Date:
Project:
Job No.:
February 25,2002
Phase I ExPansion & Renovation
Vail Valley Medical Center
GS-3528
WE ARE TMNSMITTING:
FOR D,ATES:
Spray-applied fireproofing inspection
February 20,2002
REMARKS:The materials measured meet project
requirements for thickness and density'
l,l
crurHoMPSON,tNc. h {trXr/>* t-_}t^'-''^3 t/
Dan Downing
Laboratory/Field Manager
CTL/THOMPSON, INC.
CONSULTING ENGINEERS
234CENTERDR|VETGLENwooDSPR|NGS'coLoRADo81601r(970)945-2809
Job No. :
Project:
Client:
Location of Measurements :
TYPE OF SUBSTRATE MATERIAL
Primary Beam
Secondary Beam
Bar Joists
Restrained:
Density Taken:
Bond Taken:
SPRAY.APPLIED FIREPROOFING INFORMATION
GS-3528 Date of Measurements:
Phase I Expansion & Renovation
Vail Valley Medical Center
The Beck Group
lrl cotrrn
l--l Ftut"d Floor.
l-l ot"t
Technician:
February 20,2OO2
DD
tr
tr
n
Roof
Req.
Thick.
(in.)
15/16
10/16
UL
Design
No.
N-782
N-782
Paa
Thick.
!.oJ
1 4t16
UL
Design
No.
x-n2
Ye ENo
Thickness Requiremen iven By:Herblan lnsulation
SUBSTRATE COND]TION
Painted:
Oiled:
Scale:
TYPE OF SPRAY.APPLIED FIREPROOFING :Monokote MK-6/l-lY
PROJECT SPECIFICATIONS
Yesil
D
n
NoE
E
E
yes
yes
Required Density:
Required Strength:
15
150
pcf.
psf.
REMARKS:
Project:
Job No.:
Date:
Technicianl
ASTM E 605-93
Phase I Expansion & Renovation Location:
\JD-JCZ6
February 20,2002 Contractor:
DD
Thickness of Material on Beam or Column
Vail Valley Medical Center
Roof
The Beck Group
fri,-Tffint'.-Trn
--T-\ liil ,--.-)liil,/ li:l L-
lli:ll--.] liiil \ r-..-# l::l \L_
F:::.,ili.dif,iT'.Ir-i3
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14t16
1 8/16
1 4t16
r 6/16
1 6/'16
1 10/16
I 8/16
1 4116
14t16
11t16
1 4t16
Thickness, in vg
n.l
r(
AAvg.
n.
Member
T
ary Beam
F-4Between6&7
Primary Beam
7 Line between F & G
Column F5
REMARKS:
Project:
Job No.:
Date:
Technician:
Location
Column D-5
DENSITY DETERMINATION FOR SPR,AY-APPLIED FIREPROOFING
ASTM E 605.93
Vail Valley Medical Center
Phase I Expansion & Renovation Location: Roof
Lr--JCZO
February 20,2002
DD
Required Density: 15.0
Thickness. in
4
Average (pcf):1 5.1
Remarks:
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LETTER OF TRANSMITTAL
The Beck Group
P.O. Box 8529
Avon, CO 8'1620
ATTN: Mr. Doug Workman
Date:
Project:
Job No.:
February 12,2002
Phase I Expansion & Renovation
Vail Valley Medical Center
uJ-JJ.Zt'
WE ARE TRANSMITTING:
FOR DATES:
Spray-applied fireproofing inspection
February 6,2002
The materials measured meet project
requirements for density and bond.
Thickness measurements indicate
that this requirement has not been
met in all locations.
CTUTHOMPSON,INC.
\!)f"/
Dan Downing
Laboratory/Field Manager I l^ .tt. \l 6y\lvyt' I
CL: Err'..'r-t.o'U,fu'
CTL/THOMPSON, INC.
234 cENrE R D R rvE r G LENwoo D
" " ",'39S:yJIS:r,=]u,9Lf.:ff :
SPRAY-APPLIED FIREPROOFING INFORMATION
Job No. :
Project:
Client:
\,D.JCZU
Phase I Expansion
Vail Valley Medical
The Beck Group
Date of Measurements:
& Renovation
Center
Technician:
Second FloorLocation of Measurements :
TYPE OF SUBSTMTE MATERIAL
Primary Beam
Secondary Beam
Bar Joists
Density Taken:
Bond Taken:
February 6,2002
DD
tr
tr
tr
. Req.
tntcK.
(in.)
113t16
'10/16
J --
yE5
UL
Design
No.
N-782
N-782
Thick.
U!.1
I tl
Design
No.
l-_l cotu.n
Ll r- tureo F toors
l-l otn"t
Restrained:
Painted:
Oiled:
Sr'=lo'
ryPE OF SPRAY-APPLIED FIREPROOFING:
PROJECT SPECIFICATIONS
No
HerblanO Thickness Requirements Given By:
SUBSTRATE CONDITION
Insulation
Monokote MK-6/HY
Required Density:
Required Strength:
NoE
E
E
Yestr
tr
I
t3
150
pcf.
psf.
REMARKS:
THICKNESS AND DENSIry OF SPRAYED FIRE RESISTIVE MATERIA
ASTM E 605-93
Phase I Expansion & Renovation Location:Project:
Job No.:
Date:
Technician:
(JJ-JCtd
February 6,2002
Vail Valley Medical Center
Second Floor
Contractor: The Beck Group
DD
Thickness of Material on Beam or Column
=P- ) li:lf---l llil l-.- | l::l I
-___L_r l:!l !_
llTi':ifEff,:.-IEil
Member
T
Thickness. in51617
Primary beams located on column Lines 3E.g and F between
4.5 and 5 and 5 and 6, respectively, does not meet project specifications
Avg.
Req.
Avg.
rimary Beam
Column Line 3E.8
Between 5 and 6
Primary Beam
Column Line 4E
Between 6 and 7
Secondary Beam
Column Line 4E.5
Between 6 and 7
Primary Beam
Column Line F
Between 4.5 and 5
REMARKS:
t:
o
Project:
Job No.:
Date:
Technician:
Location
Primary Beam
Column 3E.8
Between 5 and 6
Remarks;
DENSITY DETERM INATION FOR SPRAY-APPLIED FlREPROOFING
ASTM E 605-93
Vail Valley Medical Center
Phase I Expansion & Renovation Location: Second Floor
\J 5-.5CZd
February 6,2002
DD
Required Density: 15.0
width
tn.
Average (pcf):1 5.1
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LETTER OF TRANSMITTAL
The Beck Group
P.O. Box 8529
Avon, CO 81620
ATTN: Mr. Doug Workman
Date:
Project:
Job No.:
February 12,2002
Phase I Expansion & Renovation
Vail Valley Medical Center
GS-3528
WE ARE TRANSMITTING:
FOR DATES:
Spray-applied fi reproofing inspection
February 11,2002
REMARKS:The materials measured meet project
requirements for thickness.
CTUTHOMPSON,INC.
x\_l \a.u^J "l L_ .. . t =Dan Downing )
Laboratory/Field Manager
(.c: firnr-lTov,QWo
r
CTL/THOMPSON, INC.
CONSULTING ENGINEERS
GLENWOOD SpR|NGS, COLORADO 81601 I (970) 945-2809234 CENTER DRIVE
SPMY-APPLIED FIREPROOFING INFORMATION
Date of Measurements:Job No. :
Project:
Client:
\.'D-JCZO
Phase I Expansion & Renovation
Vail Valley Medical Center
The Beck Grouo
Location of Measurements:
TYPE OF SUBSTRATE MATERIAL
Primary Beam
Secondary Beam
Second floor
Req. UL
Thick. Design
(in. ) No.
113t16 N-782
10i16 n+782
Technician:
l-l coturn
Ll Frureo F loors
Req.
Thick.
fill
UL
Design
No.tr
tr
tr
No
Herblan lnsulation
Required Density:
Required Strength:
Bar Joists
/=--\Restrained: , U
2
Thickness RecuiremLsdiven By:
YesT
tr
n
NoE
E
E
Density Taken:
Bond Taken:
SUBSTRATE CONDITION
Painted:
Oiled:
Scale:
ryPE OF SPRAY.APPLIED FIREPROOFING:Monokote MK-6/HY
PROJECT SPECIFICATIONS
no
no
15 pct
150 psf.
February 11,2002
DD
REMARKS:Reinspection of items form February 6, 20OZ is acceptable.
L
THICKNESS AND DENSITY OF SPRAYED FIRE RESISTIVE MATERIAL
ASTM E 605-93
Phase I Expansion & Renovation Location:
lrb-JCZO
Vail Valley Medical Center
Second Floor
Tha Rantz flrnr rn| |,v eve,r v, vvi,
Project:
Job No.:
Date:
Technician:
February 11,2OO2
DD
Contractor:
Thickness of Material on Beam or Column
l':Ir:E;'qTEIil--r\ l!!l
-)liil/L---_-l|iilr
f_r liil\f
tl,:il{-fliiII-:f:F-Er
Member
Tvpe
Avg.
In.
Avg
(in.l
Column Line 3E.8
Between 5 and 6
Primary Beam
Column Line F
Between 4.5 and 5
Ktr,
v
MARKS:
LETTER OF TRANSMITTAL
The Beck Group
P.O. Box 8529
Avon, CO 81620
ATTN: Mr. Doug Workman
Date:
Project:
Job No.:
February 12,2002
Phase I Expansion & Renovation
Vail Valley Medical Center
GS-3528
WE ARE TRANSMITTING:
FOR DATES:
Spray-applied fi reproofi ng inspection
February 11,2002
REMARKS:The materials measured meet project ,/'
reouirements for thickness. t/
CTUTHOMPSON,INC.
r"-f\!)f/ {-}'-^/'13
Dan Downing
Laboratory/Field Manager
],,1 4/*
.a/f
CTL/THOMPSON, INC.
CONSULTING ENGINEERS
234 CENTER DRIVE t GLENWOOD SPRINGS, COLORADO 81601 (97O) 945.2809
o
t
i
SPMY-APPLIED FIREPROOFING INFORMATION
Job No. :
Project:
Client:
GS-3528
Phase I Expansion
VailValley Medical
The Beck Group
Date of Measurements:
& Renovation
Center
Technician:
Second floorLocation of Measurements:
TYPE OF SUBSTMTE MATERIAL
Primary Beam
Secondary Beam
Bar Joists
Restrained:
tr
tr
n
Req.
Thick.
!!.1
1 13/16
10/16
UL
Design
No.
N-782
n+782
Req.
Thick.
0E-)
UL
Design&l--l cotrrn
l_l Frut"d Froo*
[-l otn"t
fo
NoE
E
E
Yesu
T
n
REMARKS:
'-O
C9" E N.
Thickness Requirements Given By:Herblan Insulation
SUBSTRATE CONDITION
Painted:
Oiled:
Qea la'
ryPE OF SPMY.APPLIED FIREPROOFING:
PROJECT SPECIFTCATIONS
Density Taken: no
Bond Taken: no
Reinspection of items form
Monokote MK-6iHY
Required Density:
Required Strength:
15 pcf.
150 psf.
February 11,2002
DD
February 6,2002 is acceptable.
frillHl
THTGKNESS AND DENSrryr"J::tr;5D F|RE RESrsrvE MATERTAI
Project:
Job No.l
Date:
Technician:
Phase I Expansion & Renovation
LrD-JCZO
February 11,2002
DD
Location: Vail Valley Medical Center
Second Floor
Contractor: The Beck Grouo
Thickness of Material on Beam or Column
Ff:F:fi'fB-r\ l::l ,--
iliit/---l lillf---'r lllil\ r-._!_ l::l \_
r,E: ii?.:trii!!!tiEii3
Member
T
Beam
umn Line 3E.8
Betvveen 5 and 6
Primary Beam
Column Line F
Between 4.5 and 5
Thickness. in
otl
Avg.
n.
Req.
Avg.
n.
REMARKS:
o
t
o
LETTER OF TRANSMITTAL
The Beck Group
P.O. Box 8529
Avon, CO 81620
ATTN: Mr. Doug Workman
Date:
Project:
Job No.:
February 12,2002
Phase I Expansion & Renovation
Vail Valley Medical Center
Lrb-J Cl6
WE ARE TRANSMITTING:
FOR DATEST
Spray-applied fireproofing inspection
February 6,2002
REMARKS:The materials measured meet project
requirements for density and bond.
fnicfness measurem
that this requirement has not been
mffi
cTUTHOMPSON,tNC. i"'W.Lln--,'5
Dan Downing
Laboratory/Field Manager
CTLiTHOM PSON, INC.
CONSULTING ENGINEERS
234CENTERDBIVE I GLENWOOD SPFINGS, COLORADO 81601 T (97O) 945.2809
Job No. :
Project:
Client:
Location of Measurements:
TYPE OF SUBSTRATE MATERIAL
Primary Beam
Secondary Beam
Bar Joists
Restrained:
SPRAY.APPLIED FIREPROOFING INFORMATION
GS-3528 Date of Measurements:
Phase I Expansion & Renovation
Vail Valley Medical Center
The Beck Group Technician:
February 6,2002
DD
tr
tr
T
Second Floor
Req. UL
Thick Design
Cn.J Ne"
113n6 N-782
10/16 N-782
Req.
Thick
ji!,1
pcf.
psf.
UL
Design
No.
o
NoE
E
E
YesT
T
I
Density Taken:
Bond Taken:
yes
yes
15
150
REMARKS:
l-l cotrrn
n Flut"d Floor.
Herblan lnsulation
Monokote MK-6/HY
Required Density:
Required Strength:
l---l n+r,o.,tan\ t-r -"'"'
lE/" E No
Thickness Requirements Given By:
SUBSTRATE CONDITION
Painted:
Oiled:
Scale:
TYPE OF SPMY.APPLIED FIREPROOFING:
PROJECT SPECIFICATIONS
io
THICKNESS AND DENSIW OF SPRAYED FIRE RESISTIVE MATERIA
ASTM E 605-93
Project:
Job No.:
Date:
Technician:
Member
Between 5 and 6
Primary Beam
Column Line 4E
Between 6 and 7
Secondary Beam
Column Line 4E.5
Between 6 and 7
Primary Beam
Column Line F
Between 4.5 and 5
REMARKS:beams located
5 and 5 and 6,
Phase I Expansion & Renovation
Lr:)-JOZO
February 6,2002
nn
Location: Vail Valley Medical Center
Second Floor
Contractor:The Beck Grouo
and F between
meet project specifications
Thickness of Material on Beam or Column
tn
7
on column Lines 3E.8
respectively, does not
AVg.
Req.
AVg.
ln..T'o"m#L
Primary
4.5 and'o
FT,"r-!ii.:f -:i:-;::I::-:f l:f i3
--r--.. liil
-1l liilL -
lllillafiil\t--
Fin.r_,iliiEll_:,1':rj
Thickness,
o
Project:
Job No.:
Date:
Technician:
Location
Primary Beam
Column 3E.8
Between 5 and 6
DENSITY DETERMINATION FOR SPMY.APPLIED FIREPROOFING
ASTM E 605-93
Vail Valley Medical Center
Phase I Expansion & Renovation Location: Second Floor
trD-5CZo
February 6,2002
DD
Required Density:15.0 pcf
Length width Thickness,
(in.ztJ
Average (pcf;:15.1
'/
ln
4
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Remarks:
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LETTER OF TMNSMITTAL
The Beck Group
P.O. Box 8529
Avon, CO 81620
ATTN: Mr. Doug Workman
Date:
Project:
Job No.:
November8,2001
Phase I Expansion & Renovation
Vail Valley Medical Center
Lr5-JCZd
WE ARE TMNSMITTING:
FOR DATES:
Spray-applied fireproofing inspection
November 1.2001
o
(l
REMARKS:The materials measured meet project
reouirements for thickness and densitv.
CTUTHOMPSON,INC.
o
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Dan Downing
Laboratory/Field Manager
CTL/THOMPSON, INC.
CONSULTING ENGINEERS
r GLENWOOO SPR|NGS, COLOFIADO 81601 ! (97O) 945-2809234 CENTER DRIVE
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SPRAY-APPLIED FIREPROOFING INFORMATION
Date of Measurements:November 1,2001 /Job No. :
Project:
Client:
lrD-JCZO
Phase I Expansion & Renovation
Vail Valley Medical Center
The Beck Grouo
First Floor Columns
DD
Location of Measurements:
TYPE OF SUBSTRATE MATERIAL
Primary Beam
Secondary Beam
Bar Joists
Restrain ed:
Density Taken:
Bond Taken:
Technician:
l?l cotu'n
Ll Frureo F roors
f, otn.t
Req.
Thick.
cd
UL
Design
No.
Req.
I n tcK_
IjIt
1 4t16
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Design
No.tr
n
f
t Thickness Requirements Given By:
SUBSTMTE CONDITION
Painted:
Oiled:
Scale:
TYPE OF SPMY.APPLIED FIREPROOFING:
PROJECT SPECIFICATIONS
NoE
E
E
YesT
T
tr
l-l v".
YEJ
yes
15
lqn
pcf.
psf,
ENo
Herblan lnsulation
Monokote MK-6/HY
Required Density:
Required Strength:
REMARKS:
o THICKNESS AND DENSITY OF SPMYED FIRE RESISTIVE MATERIA
ASTM E 605-93
Phase I Expansion & Renovation Location:Project:
Job No.:
Date:
Technician:
GS-3528
November 1,2001 Contractor:
Vail Valley Medical Center
First Floor Columns
The Beck Grouo
DD
Thickness of Material on Beam or Column
rffiTiniF,,n
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Avg.
Req.
Avg.
n.
um D-5
1st Floor
I REMARKS:
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Project:
Job No.:
Date:
Technician:
Location
Column D-5
1st Floor
Length
(in. )
DENSIW DETERMINATION FOR SPRAY.APPLIED FIREPROOFING
ASTM E 605-93
Vail Valley Medical Center
Phase I Expansion & Renovation Location: 1st Floor Columns
L, D-JCZO
Required Density: 15.0 pcf
DD
width Thickness. in
in. )2l314
Average (pcf):21 .3
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