HomeMy WebLinkAboutThe Ritz �
CONSTRUCTION LEADERS
June 13, 2008 5000716
2V.9
Mike McGee
VAIL FIRE DEPARTMENT
42 W Meadow Dr
Vail, CO 81657
(970)479-2250
RE: Ritz Carlton Residences
Crane Acceptance Report
Dear Mr. Magee,
Please accept this letter and its content as it is a series of inspections and endorsements provided
by proper inspecting authorities. This response includes an itemized written explanation of each pertinent
inspection and endorsement for a Liebheer 420 Tower Crane; model number 02H114, itemization is as
follows: Crane Acceptance report, Tower Crane Engineering Checklist,NDE Services Magnetic Particle
Certification Report, NDE Services Ultrasonic Certification Report,NDE Services Visual Inspection
Report, Monroe&Newell Engineers Inc. Field Report, Ground Engineering Consultants Reinforcement
Inspection Report(for the lower half and upper half of the tower crane footing), Ground Engineering
Consultants Nuclear Soil Density and Moisture Content Report, Ground Engineering Consultants
Concrete Cylinder Compressive Strength Report, Crane Operator Questionnaire,Tower Crane Operator
Hire-On Questionnaire, Certificate of Proof Test for the Chain Sling Assembly, Load Chart, and the
Tower Crane Inspection Check List. Each inspection and endorseinent was conducted properly and
accurately to the best of my knowledge, the information provided appears to be in compliance with rules
and regulations set forth by the governing authorities. PCL is currently pursuing operator certification
through the National Commission for the Certification of Crane Operators (NCCCO).
If you have any questions,please call me at (970)-476-4554.
Sincerely,
�
Jeffrey D. Thompson, PCL
Field Engineer
Enciosures
CC:Mike Krickbaum
Cowboy Jorgensen
Circulation
PCL CONSTRUCTORS SERVICES INC.
934 S.Frontage Road W.Vail CO 81657
Telephone: (970)476-4554 � Fax: (970)476-7320
PCL IS AN AFFERMATIVE ACT[ON,EQUAL OPPORTUNITY EMPLOYEER
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.�u�ra n e �c c p`�'a`ti c� e p o r T�'.,�,�`�'��'
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Job Name — ��T ��.T--p� '�L y�.�l_-. �i-Z �'f, � ��
Unit#
Jobsiteaddress Make � ����C� �p
City l Modol —_ �71�
Prov, �,_,_, PC.. � SN � • I O
Overation Manua(lmaintenance toy avail�bte on site? T
�ver�tor instr�ciad to�e��ew operation rnanual/msintenance log befor�peralinc�or repairing?
Hi��k.height ��ir'� {� Number o(tower scctions _ ��� es ❑No
TyPc tow�r..
Key to symt�ols: � Checked,�pproveU ary�in � Chqcked, OunJ �uity,not yPt rect�f�ec1
gOUd working ordPr (De4�ilg np�eU undUr'Remari�g"), �Nnt appiir,;�0ie lu this item.
1. Checked for damage and de�{very in full •S8B„o,e,�z•
�,�IOocs�� �..aHea confirrnaiiun an nRhvery note.) _ �F°Outpul pinion�oah eagagement cner.ked
��) Oelivery shnrtage ��`c len7ng ring bolis checkea or torquea to sFacii�ca�inn
�Operalion al wCdtheN�nB 49VICB Cfletk94
��e) Mnlor or clulCh bNShes cllecke4
) O:amar�� ❑ �) Remarks �
2. Rail track assembly 8,,.�•,�st gear
t}S a�t18cl1menls checked,drivg elemgNS ipCluUing torQue slays and o�l CpCCke4
� Owne�'ylessee's reDrzsen�a�ivn�erety conficros Ihst r.r�nz tr3Ck Is hofitont6l and was IAid in ��-�w�IC�ing 306 inledock operation cher.k�q
accorr�anca with manufar.turgr'g spCCifiCltiuns and regulations. U,�d,��rnsiing speeas ana ioad timils tesied
� Lengtn r,l cr;�na Irack a�sembly n yd'�1�Relaining hrake opr,retion wnen Sniltiny rblies wi�h Icatl cher,ke0
�� Version Ga P t wi�o ropa reel•in checked;personnel�nslruc(ed nn operamg wimout loa�7s
(1� Conr,rele s(rip foun�l�tipn �en51 thtee wc�S 01110iSt wi�2 rope;till On tlNm w�9f1 BUisling gea�Inwer lim�l Swi1Ch Vipg
(2) O�tter �g) Up�r and lowar hoishng gear lirni!witch set.inspected and;esied
�,_.,��1 r�3CK 91Uge checked: �� n h} RemarAs:
�l!I 01 R�ilS r,pefk0cl
� It) Juinlssaiisl�ciory
�' �?) Raiis at equal heignt
� (3) Flail ne;�0 damageU 9, Luffing gE�r
� 14) Rail hen�wi0t�: in;r�ii ne,�g�t �� ..-B-�at Anachmgnts Cha,ckCd,Oriva elemems and oil r.he�keA
R3il Irack a55emryry prop2qy r�f0u�c}ed ,�,(�.�8)-Jib angle limit S�iChgS S81�0 r,p�fBCl yddlus and te5ted
GI Trdch limils(e.g.hufters)uutAllpq pgrSOnnel inlortned C� Remarks:
,�h) Innnr�:�il��(lius checkeA on r.�irve0 tr2qS, � �� in
ij Remanis.
�0. Mydraulics �
3,..,.�Stationary erane $�i� MoVnlinqschecked;ddve elertrznt5 And Oil Ch9Cice�
�T aJ Owner'slesse�s represenla�ive�ereby wNirms that foun��iiong Wore aUeyuately inetalled dnd 'R—'b) Pn;a�ipmng antl sealing ol pipes and hases inCiutlmg conrloCbons checked
��Dase seuion levalled wha,n concreted inlo wsiiion -,8--0) Direr,iinn of dd�e motor rolaUOn checked
1�1T, �DI m seatinn nf bMt conn9cilon Uelwavn base sectipn qn4�olind311on�lcllot cliecked -��r Operali�n of conlfd an0 pro[eclion systems che�kgd
L.3�c) All hoits iorqued 10 SpeCiliralion ?) fiemark5:
dl Remarks: —
a. Bafiast 11,J�ulley travel gear
��T91�il wgiyht ol c?ntral ballaat Ifr;or of alahs �
�� achmenls check?d,dnvP plemr,rng�nd ou cngck9d
�fai weighl ol Counler hallast IDS;nr ol slabs ��By mOVertlenl thecked
c� Ballast posilinn Tnd�ASienings Checkad ,��c �rt swi1ch05,S�Op3 MO iO4iCalor edjusled and tested
0� RomarkS�. L,.��"_�d ���gy fraval rope tensioner and trap tle�ICB cti9tketl
e�) i roneY lravpl rope te9vinq and attachmenl to dNm cnecked
I) Remarks:
5. Crane undercarriage """'—
��,�-Tfavel qear layoW checkPd,complies Wiiti Upeialivn manual
.I� b) Pow9re9 f�avel gear arms Incked in�0 D0.5�Ii0� �2, ke3
��j Ail rali Clam4s presanl and tested
�d f'owFr cabia drum laywt and operatinn r.heckpri a) Operalion nl a11 nr�kes Checke0
e) F��soa�ing oi all Wrlcplales,coner pins checked,bolts torquea to spocilical;ons ��onditi«,oi all hrake shoes checked
q Remancs �a) tns�ruci personnel on braka adjus�ment with spedal aitentron on required ins�r,�ion and�es�ing
d) Remarks__...__
6. Travelling gear ..._._�—
�AMaUmenls r.hc�ked,dnve eiemems and al checked 13. L�oae! hoak
����Drive nininn;engegement ol teem checke� �k swivel cnecked
� ButA motnrs en outside rail h k nut keeper!I�king tlev�ce cdecKed
,�.� Ba�h mo�ers on outei rail ol small ratlius 5-curve C)Operation of safety lalch CngCke�
��rI e Opera�i�n of Iqteral guide rdlers c�acked dJ Remarit5:
Travel gear revergin�gwrtd�e3 and aCtuating mechanisms testeA,personnel InlOrmed
��Ti�val movemenls checked;motor brus�as eneckea
�) Ramarks: �4. I�f�ire ropes
[�aersonnel reminQed ol imporlance el good rope condition,correct s�rooling p;�ttem antl Oirec�ion
7. w�ng gear
a� Anacrm_n�c checked,tlrive elements Including Iluid Coupling dnd oil�ecked
. ......_... ...... .
ego z or 2 . .....
21���,ecess, entries, wlndows
�1%rrea sPOaing ena rope n,n v��n crane in operstlQn�mme�r�iad �' a) Stair,ladaers,wa��8yy,pi�,y� heccnec,hanarails,doors,windows,fla0s and;alery or
r,) Inslruct personnel on rope luhriraiion L7 retainin���i�as��y�ion tesled
d) Remerkv: . �) Aamarlc',:
2Z. Protective cove�s
�15.�lectrical 5y5tem �)Sa�alyguards/covers on 31I orivg�,brakes,pullgy,gnd olactncal e ui
,,.,��^y��a61e connectiong to Cable d/um,current coll¢��of,s6pnng,swilch gear cabinet,all dssemblias, d��3chmem r,hecke0 q �"���P«`%EnC9�nd mrred
LK �Iches and safery dgvicC3 fh8CkB4 b� Hemarks:
D ndividual electncal Ghases to gr�na(protectivr,)coaduc�or c+�ecked
c� Tensir,�reliel devir.es on dil SUpply C�Llds chec6ed
'"�'��uppiy cable from site jiinr,ti0n Dox to crane: 23. w ►1111 g [�0 V{C@5
—�' ('�1 Lang�� �i
—�3--12)Size �) AUtl�DIe and visudl waming signais Cne�kdd 2nU demonstrated
LJ CI �lecmc D�iwer; vo115 bl Remar�s:
8mperes
B`U Di�eaion ot ro�a��on ol qn molors checked
�'$oeetl C��nga and holdint�brakg CI�CUiIS,c0untarcurr�nl br,yking pt g�dy current br�king ppe�:tUon
�ed;pe�sonnel inslructed m the�prrqct op9raling procedures Z���• brieation
��Ic�tions on m�intenince ol electncal system qiven I�aLAttention drawn lo fuhnc9uon pptnls in op?ratiun manual Tna ma4�lenance checklist
,,_,�i0undiny wiie installed �f Oil levpl�n SII Irartsmissions and hyr�raUi�c bu�d Ianks�resarveirs cner.ken,pr,r�unnei inswcted
�J' j� Remarl�5: drding oil r.hqnge3 2�d m�inlenance
. Ai�IuDricatinn paiNS cher.ked
d) RemAMS;
2,,���, C '�In
Ly'aySfewing brakes actualiny mechanism cnecketl
,D,_,��i �' �ra�iius or�oad weighin�devi�e checke4
16. ewi ng pEatform i�c ndshiCld wlpC�e�d Su�visor checke�l;hg�linr�a�d r9n�ilelion checkeh
L��il mnneciinn,:(irtn ScaUng,p�esence ot Iack�IPtes 2nd Oolts iorqued io specifir�hon5 �r��ad(radius end capacrty)cnart
�) Remarks: �—a e� uab Un boom being used
�`��Ieni0t0 COMr01 checked i
[fl g Sr.ale operflpon cpeckecl ;
17, er, slewing section,jib piyp� biock, A-brackets n} Remarks:
�I Ail connecGons:firm sr,1ling,p�ASence oi lockpla�ec/�ptter p�nsllp�knuls checked and bdt9
,�i��-�uodlus�cilicaiions 2�6�, ��Up
'���e rd�er ol telescOpmg or climhing zQUipmCnl CBecked al�d� ) Vanp�s w0�(Ing mov9rtienis and nperalipn of C�an9 Ccnirols and equipment Pxpi�in�d 1nU
•C'I� ) Cross mzmbe�,lockiny pdw13,latr.hes�nd gpppp�s�oe:operation,engagemenl and wnlac�
'.kea dempnS�r�IBd 200 1951?d
�I��aligne0 anU guid>or prr,ssurz rdlufs ligt118ned lor normal p�r3tion h) RPm�rks;
���r.°I T,wcr a��gnea and guide or prPSSUr�rdleis slackened oH for normal operatiun
�j Fen�ans:�
27. l.�'mit switches
,�,_, �irFit swilches Gorrectly adjusted,expiamed.leste�and demonstrai�d
,1�8.�in jib N.d�h) QprrRtion CtiBCk6d 2nd demonstratxl:
L�a� All cl�nneclions:tirm S�aling,pr9Sence of lo�kpl;ttew CAt10f pins4ocknuts cheCkprJ ���� �"�`x^en�limll Swilc�;jib reach_�_ Il IDs
r.fi— ulting and holding equipment o(�eraliUn checked `��/�21 Trolley-in limn Swircn op�ra0onal "
q Pr,Sition;�nd;ippg���y�a�hecked �� ��) 7�olley�oul limit swilch u�rationai
dl Remarh;: �{4} Hook up Imm S�tCh oparelional
��.�i(�1 Flcwk dawn limit Switcn operaGOC�
L�4��5) Fl�sI gear,� ibs •
� ('/) Second goar W_Ibs
. ��19, erjib 8�(e� Thirdgear ms
ecri�s:hrm saaling,presencr,ot I�plales�cotler pinJlacknuts checked ��(�1 Fpiirth g¢�r _Ibs
1 Position�nd relalners cheched -��[10) S�ewing Ilmtl swilth operational
cl Remarks. 7ravel Iimit swdch operalional
(�2) Deadrtt�n swiich opem�ional
c) Remacky:
��•j�e pulleys /sheaves
I�YI nning;Ooe�lnr�s and mounting checkeA
de Fusition;(irm ge�ung�nU operaung as rape pmter,hon cnecke0
c1 RPmBrkg: -- .
Nate on Item 1:
This confirma�ion is restricted to the tirt�e ai which the servico tachnician is in attendanc:e.Tne acknowledgoment on the delivery note or bili of IadEng fo the
e((ect that the equipment(ielivered is compfate and in good working condition remains effoctive exc(usively snd in fuli.
We hereby confirrTl tha�ths above crane h?s been certified and accepted in good opaiatir�g condition and that the Servi�e technician has provided adequate
intormation conccrniny its safely, operation and mainlenance:
� � � �
C) i (Name of T'eChniCr )-PLEASE print)
� �..� - o�
fron // Oate ol Certrfication Ar.r�^(Anr,P
n / —_ �,� ,/')��
' arur Se�vlce Tech��icla» �`�
, — 7 .� aa�`�
rgnet e of Jobslte Superinlendent Dato
' PCL BUSINESS GUIDE
SAFE OPERATING PROCEDURES
Tower Cranes
TOWER CRANE-ENGINEERING CHECKLIST
CONTRACT NUMBER DATE PREPARED � 'Z�j 'D�
The district manager is responsible for verifying that the following requirements have been satisfied. The project
manager is responsible for the completion of this form.
PROJECT NAME: �►�Z C.,�L�a.�
LOCATION: �1�.��
CRANE: MODEL l»1C—.�L�L Qp-�.'� MpKE �-1'Zc�
►
BOOM ��� MAST �Q.-�p —� � �J t�
BASE DISMANTLE
OWNER VA.►L �-�-t �1�� EQUIP.NO.
DESCRIPTION DATE COMPLETED PERFORMED BY
1. Building Structural Engineer has been advised of our
intention to use the tower crane in the construction of
this project and has been advised of its location, of the
loads that it will impose on the building structure and of
its configuration.
, ���.-
�,,� ... - �� ;„�
SUBMITTED r � f � f�. ;' j L
APPROVED '—��`
A:
��,� -.. ''i� _'.j P• r.+r F...� � : 5 f . _ • e
' >���.;� L" �. ,'
2. Building Structural Engineer has been advised of our �
proposed shoring system for this tower crane and any
transfer beams, collars and bracing proposed for this
installation.
SUBMITTED � �
APPROVED
3. Building Structural Engineer has been advised that we
intend to dismantle the tower crane issuing a stiff-leg
derrick and has been advised of the loads that this
system will apply to the permanent building structure �
and of any shoring required, if applicable. �
SUBMITTED
APPROVED
December 1998 Page 2.16
NEW PUBLICATION,Rev.00
Page 1 of 1
Dan MacDonald
. ___ _ __
_ _ __ _ _ __ _
From: Gary Dahl
Sent: Tuesday, March 25, 2008 7:54 AM
To: Dan MacDonald �
Cc: Mike Plante
Subject: 02H114- Crane Inspection
Importance: High
Attachments: 02H114 inspection.pdf
Dan,
Please find attached final inspection report from NDE Services for 420 Tower Crane. This report includes the
Magnetic Particle Certification, Ultrasonic Certification and the Visual Inspection. Please keep a copy of this
report on file at the jobsite and I will keep the original in the unit file at the yard.
Gary
Gary Dahl
District Yard Supervisor
PCL Construction Resources(U.S.A.) Inc.
p.303-289-4532 f.303-286-9018
�dda_hl_@pcl.com
r
S�iR<teIKTIK*-Ri��Gf�5
t
6/5/2008
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�r�� SERVICES, I NC. i
PROFE�SSIONAL\OY-DESiRUCTtVE EXAI11fKATIQtiS
FAA REPAIR STA'ITON N0.PS6R546N
MAGNETIC PARTICLE CERTIFICATION
i� 02H11�
CUSTOMER CUSTOMER P.O. 70B NUMBER DATE
PCL/Morrow Crane 08-269 3-7-08
LOCA770N EQUIPMENT METHOD
Morrow Craue Parker Probe S/N 612 D Powder Cont.
PROCEDURE ACCHPTANCESTANDARD
Per AWS D1.1 No Cracks Allowed
ITEM ITEM ACCEPT REJECT REMARKS
DESCRIPTION IDENTIFICATION
4 505 1410 6 Tower Sections I 0
S/N 420 ECH Ol/20 C 056.002-332.111. 1180
C053.001-332.11 l.
595/599/634/62/]07/215/347/ 9 0
986/247
611.1]]/631.111/
Jib 621.111/633111 4 0
To�ver Top C056-001-541-1 i l 1 0
Trolley&hook 2 p
Counter 7ib C056.001.711,211 Z �
C456.001.'111.111
Counter Jib C05b.001.712.111 3 0 Corrosion as marked on beam.
Pendents COSb.001.814.211 1 0
812.311/812.312/812.312/ 5 0
812.231!812.413
Ancors DESC 9535276 O1 TX 4 0
,
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TECHNiC1AN S ATURE LEVEL DATE
NDE SERVICES,INC-8775 E.ORCHARD RD.SUITE 809-ENGLEWOOD,CO3 80111 -(303)741-0518
i
_r�1�7 SERVICES, i NC. �
PROFESSIONAL N6N-DFSTRUCii�'E E7CAMINATIONti
FAA REPAIR STATION FSbRS46N
ULTRASONIC CERTIFICATION REPURT � 0 2 N I I y
CUSTOMER CUSTOMER PO IOB NUMBER DATE
PCL/Morrow Crane 08-269 3.7.08
LOCATION PROCEDURE ACCEPTANCESTANDARD
Morrow Crane Per UT-1 Per UT-1
EQUIPMENT CALIHRATION SET'TIIVGS
Epoch 4 GAU,r ��•4 an suP. M�n a.�p. Norm iv1pT`L VALUE AS�� FLA�V OATE 50 0�0
TR.ANSDUCER �I CONTACT
S/t�1 1354 F� 2.$MIiZ Siza .500
_ ANGLE � � tTvII��RSION
MATER.IAL CALIBRATION INPORMAT70N
Carbon Steel Per DSC BLOCK FOR DISTANCE
ITEM ITEM ACCEPT REJECT REMARKS
DESCRIPTION IDENTIFICATION
420EC-Hlb MainPins gg p
SM 420-ECH 01/20
ISX3 16 0
lOX3 40 0
14X3 S 0
1.75 X 6.250 1 0
3X6 2 p
2.75 X 6,25 6 0
2,SX9 1 0
23X3 I p
2.5 X 15 4 0
3.5 X 13 4 0
.
James Liscomb II 3.7.08
"I'ECHNICIAA!'S SI TURE LEVBL DATE
NDE SERVICES,INC.-8775 E.ORCHARD RD-SU1TE 809-ENGLE�'VOOD,CO 8011I -(303)741-0518
-j� SERVICES, f NC.
PROFFSSIODIAL\OV-DFSTRUCTIYE EXA\tl\A710�S
FAA REPAiR STATION FS6RS46N I
ULTRASONIC CERTIFICATION REPORT � 0 2 N�i y
CUSTOMER CUSTOMER PO JOB T[UI�4BER DATE
PCL/Morro�v Crane 08-269 3.7.08
LOCATION PttOCEDURE ACCEPTANCE STANDARD
Morrow Crane Per UT-1 Per UT-1
EQUIPMEN'I' CALIBRATION SETTINGS
Epoch 4 GAIN ��•� db suP. M►n s,w. Norm MAT'L VALUE A$�Q. FLAW GATE S� %
TRANSDUCER � CONTACT
$/I.I 1354 F� 2,5 MHZ S�g .SOO ANGLE 0 ❑ IMMERSION
MATERIAL CAT.IBRATION[NFORMATION
Carbon Steel Per DSC BLOCK FOR DISTANCE
ITEM 1TEM ACCEPT REJECT REMARKS
DBSCRIPTION IDENTIFICATION
420 EC-H16 3 X 7.25 4 0
S/N 420-ECH O1/20
lOX4 2 p
2.25 X 1 I.5 2 p
10.25 X 4 I 0
4,S X 1.75 ?. p
7.SX3 2 p
Main Cab 10 X 1 96 0
16X4 4 0
4X6 1 0
13X2 4 0
12X2 4 0
�
lames Liscomb II 3.7.08
TECI-IIdICIAN'S S[GN LEVEL DATE
NDE SERVICES,INC.-8775 E.ORCHARD RD-SUITE 809-ENGLEWOOD,CO 80111-(303)741-0518
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-��~`� SERVICES, I NC.
Pf20FFtitilON,11.\O\.UI:tiTItUCfI�'F.F.X:\�\il\:177p\'S
VISUAL INSPECTiON REPOR'l' I�. C2 ta 11�
Page� of 1
CUSTO\1ER CUSTO\qF.R f'.0. JOB NUtitQER DATE
PCL OS-229 2.2 I.OS
LOCATIOV PROC6DUR[ ACCEPTANCESTANDr�RD
Morro�v Crane VT-t No Cracks Allowed
DF.SCRIPTfON O�f_SA�4INATIO�':
Visuai Inspection of Weids
Vt 1�Velds on railing on�ounter jib sectioits C056.001.7i f.2i l,.l 1 I,COS6A01.712.1 11 cable motordrive mount�<<elds and hand
rails.Vt of bars fa•concrete���ei;lits.
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fi�C'lINICfAN
DATE
NDC SERVICGS, INC- 15552 E f i•emonl DR Unit lOG Centennial Co 80l 12-(303)7di-0518
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��E�Q ��PO��r
Date: March 26, 2008 Project #7445
Project: Ritz Carlton Crane Footmg Location: Vail, Colorado
Weather: Partly Cloudy, Light Snow Temp: 35` at 1:00 P.M.
To: PCL Consiruction
2000 S. Colorado Boulevard, Tawer 7wo. Suite 2-500
Denver, CO 80222
Attn Nr. Jeff Thompson
The foilowing was noted:
The contractor was finalizing the instailation of reinfarcing far the large crane pad
foating. This footing is parl of a combined faoting that is approximately 40 feet by 50
feet and incorporates several building footings. The portion of the footing supporting the
crane pad is six feet deep.
The top and bottom bars in the crane pad area appear to be the size and spacing shown
in the pians. The top mat is supported on tl�e correct standees. The stirrups instailed
both top and bottom around the crane colurnn bases appear to be in compliance with
the crane footing drawings.
Very trulq p,our�, .
- .
tJIC�NR��:�-t����;�..`ENGINEERS, INC.
,
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��.������
Peter Ni;onc'Qe;,P:�.:�,, ,
Princip�l : ,.,��,.���,_
,,-
.. �. � Iii�1111���. �-..� ,�,��.I� , ii111
,ii It, n� lim.ir}: K�,.i�l • ',i;ii� .'.n i • 1' i � 1Srr� I `, �" . ����r t �,I�•r.i�I�. ,ti�r,!u
������
ENGINEERIN6 CONSULTRNTS
March 13, 2008
Job Name: Materials Testing, Ritz Cariton
Residences, Vail, Colorado
Job Number: 08-6502
Mr. Dave Williams
RCR Vail LLC
953 S. Frontage Rd. West, Suite 215
Vaii, Colorado 8 i 657
Atin: Nr. Williams,
As requested, a representative of GROUND was on-site to perform construction materials
iesting. While on-site, we observed the reinforcing steel for footing pads at (M-Y) to (640.3-49)
placed by PCL. The reinforcing steel was observed for bar size, spacing, lap, cleanliness and
clearance. The reinforcing steel appeared to be placed in general accordance with the project
plans and specifications. Jeff with PCL was notified of our observations.
Sincerely,
GROUND �ngineering Consultants, Inc.
�� ,.m�
_:������tEn:� ` � ��,
Nathan Fintel �-r�°
Field Representative
��� _:o ����.�z�
South Metro Office North Metro Office Gypsum Office
41 Inverness Drive East 7393 Dahlia Streei, P O. Box 464
Englewood, CO 80112-5412 Commerce City,CO 80022-1834 Gypsum,Colorado 81637
Tel�(303)289 1989 Tel:(303)289 1989 Tel: (970)524 0720
Fax:(303)269 1686 Fax: (303)289 6742 Fax: (9�0)524 0721
������
ENGIN�ERING COi�lSULTRNTS
P�Aarch 17. �pD�
Jo� N�m�: h�aterial� Tesiing, Ryt� C�riton
Re�i�2�ces. V�il. Color�do
Job Nurnb�r. 08-6�02
�v'Ir. Qave l�Jilliarns
R�CR �'ail LLC
953 S. F�an�age �d Yue��, SuitE 215
Vail, Coaaradp P1Cv�
Attn: iJlr. VJilliarns,
As reqve5te+d, � represeniativ� 4` �ROI�taD v��s o�►-s�te to p�rforrr� con�tructian m�teriais
s�stin�. 1��l�i1e on-�i�e, we obsen��� th� reinf�rr�ng ste�4 tor th�e tow�r c��ne �optin� at gridline
7�1��_ �t►e rein€�orcin� slc��l was �vbser��e� for t��r s�x�, sAacin�, lap, �n� �learance, Th�
r��nf�rcinp steel appeare� #� fi��ve been �lac�d in g�n�ral eccordance with the pro;ect
spe�fications prowidtd �y PGt, {�p�p*r�ve.� shop drawinp5y.
1rV� alsp c�bsen�a 9h� fpptir�g �ubQrade at the abave Iccation. At t�e time oi �ur pbsery�tion
!?�e footirags w�re exc�v�te.�i to tlie t�aE�om o1 footi�ng elev�tior�, T'he subgrade was obs�rved to
caniairo nv lo�se d�bn�, ims� or standing wa�r, was firee from o��2nic materi�l snd �ppe���+d
�irr�. �,d�ii#ion�lry the ma��ri�l dis�urb� by the �xcaua�ian prooess appeared to hav� been
�arnpacted wi�h � �late �ompact4r. B�s�d �ro aur obsen+alions, the fooUng subgrade materi�l
in the o�sen►�� �Q�ditl�n ap�eare�d to be in �ener�l acoordance with F��echlein �ansulting
Er�g�n�rs' rspor� titled �aatechnica� In4�e.Stf�ation, Pr'qo4��cl F?�tt-��rltorr Residenc�es at V�il,
Wast I�y Lot, Vail, �c>Ja'ado, Jab Na OS•1�48, datad t��v�mb�r 2�, 20�5, Prep�at�ed for Va11
Res�rts C3eveloprrtent Camp2�ny. 1�t� n��iFeti Alan with i�C� ��onstn�cbo,� of our ob$eruat+ons,
'V4'e understand th�t the iooting excavak�on wiil r�emain �ov�ered �nd heated. Hav�rever, if ior any
re�sor� th� fDfliing s��gratfe rn�t�erial cQnditians chang� or diff�r from ►aR�at wa� obs�rved ��
described her$in prit�r to plac�ment o1 ctmcr�t� w�e should be notified to reevalual� the
�ubgrad� condi�eons.
S)r►�erely,
GROU�tD Enginer�ring �nnsu)�nt�, Inc.
Natl�an Fintel
Fi�l� Repre�enteti�,e
Soulh Me1ro�H'irx� North N,ebo Oit+oe Gypvurn ON�rx
�t Inv�erneaa Driut E�st T3�3 detN�a 8tre�t. P O �ar�f�d
En�ia�rvatl,�i�l Q.�i 1Z-$d i 2 Cb'itr��,C[1 �Q?�-1�iyt CiYP6L�l.S�AI878dL 8�C37
T�i c��;?s5 1989 rtel (3031 2HB 7988 T�� ��rn�s��ar�a
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CONSTpUC710N IEADERS .
GeAeral Crune Operator Questionnairc
Equipmettt: ��/l/� � �'i�/��G District:_��d1lJ`-�'`�'
Name: �-�–������t'�'�� . . � Daze: �' —Q �
�
Tested By: � Percent Achieved: a� ��
1. Within what percentage af level does a telescopic boom crane have to be for the gross ratings in the
load chart to remain valid?
a) 1%
b 2% ,
C) 5%
d) It doesn't matter as long as tbe outriggers are fully extended and set.
� 2. The weights that are dispiayed on a cra.ne load chart represent what pexcentage of the
manufacturer's cranes rating?
a) 75% .
� 8S°/fl
. c 100%
d) 1l0% .
3, Materials ptaced under ovechead-energized powez lines should: �
a) �lifted as normal ,
b) be dragged out �
� not be lifted by crane
d) handled with extra care .
4. On pick and ca�ry aperations,y�u should: •
a) keep the load as high as possible above the ground
use the zziaximum boom length
c� keep the boom as short as possible and the load close to the car body as practical.
d) ensure�the load is as #�az from the camer/carbody as practical. .
5. When the boom lengtl� of the crane fails between the lerigths listed in the loa.d chart,you should �
use the capacity listed�or: .
. �a the next shortest boom]ength
the next Iongest baorn length
c) tlae next longest or the next shortes#boom length,whichevez is the lower capacity -
d) a capacity estima#ed between the boom lengths in the chart
- 1 -
, �
�
CONSTRUCTiON 4EADEPS
• 6. Boom'length is measured frona the: �
a) base.�f the booin to the center of the boom tip sheave
boom hinge pins to the center of the boom tip
c) boom hinge pins to tbe center of the boom tip sheave � ,
. d) base of the boom to the boom tip
7. OSHA pemuts hoisting of personr�el by crane as lang as: .
� no aerial work platform is available � �
b there is no less hazardous oz practicable way
c) all personnal have CPR traini.ng
d) tbe prevailing wind speed is less than.35 mph � '
8. Rough terrain crane capacities are generally gr�ater over the:
a) front �
rear
c) right side ' •
d) le�side
, 9. Capacities listed on a load chart above a bold line are based�n:
a) stabilzty of the crazie
li£ts to be made anly if set up on outriggers
c) the stzuctural strength of the crane
d) weights with a jib attaohed
10.Who is most responsible for making a lift wi�th the crane; ' �
a) the job forernan
�b the rigging foremar�.
the crane operator •
' d) all of the�above �
11.When using the main load line(with the jib attached),the working load for the boom must be
zeducad by:
a) weight af jib.attachments
� � waight of jib pendants . ,
c weight of jib
d) manufacturers specifications for jib and hook weight reduction
-Z-
. Q
CONSTAUGTION LEADEpS
12, Which jib has the most capacity:
a) 30° �'` b� 10° �.•'
.
13. Whenever operating a crane around newly c�nstructed buildings, which of these conditions could
be dangerous?
a) height of structure
b) uncompacted soil
d� tr.affic/unpro.tected walkways
al�of the above .
Note: All incarrect answers will be reviewed with the applicctnt to ensure the understanding of the `
correct answer. �
-3-
��""�
coHSrnurnoN�naexs
• Tower Craae Operator Iiire-On Questio�anaire
� Please check the following boxes as applicable
Note: You are subject to a 30 day prabatio»ary period during which time your skills as an Operator
, " will be monitored
Don't Year/
. � Pes No Know Month
n1�� I. Do ou kaold a valid crane o erator certificate?
2. V✓ould au su 1 a list of ravious em lo ers as references?
���.���1 r 3. How many yeazs experience do you have as a tower crane p
o erator? , ����
4. Have nu ever had an.accident with a tower arane?
5. As a crane opeiator;are you aware o�your safety
res ansibilities?
6. Do ou understand t�e.curved line on a tower crane Ibad chart?
7. Are au faxniliar with standard/safe ri 'n ractices?
8, Are ou farniliar with the term"dead man controls"?
. 9. Limit switches are to be used to deterznine crane ca aci ?
10, Is it conect that czane safety inspections are required before 1 /
eve shift? � v
l l.Is it safe to o erate a crane within lfl ft,of a 250kV� ower line?
� 12.Is it safe to ull a load with the boom or tr�lle ?
.. 13. When operating wauld you respond to a stop signal from .
someone ot}��r than our si alman? . �
14. Wind s eeds can double in the vicini of tall buildin s?
1 S.Manufacturers wind speed specs always determiqe if a crane /
� can make a Iift7 � . . ' 1/
lb. Tower aranes should be wed ed at three different levels7
17, A load line should be replaced if there are three broken wires in
. one strand im one zo e la ? �
18, Moment overload switches sto hoist o ation onl ?
�rospective Employee; . v� }�} �' j (Print Name)
Signahare: `< ,
Intezviewer Coznments: _•(, oe r.� �'j`�_�� ', n'�-e�V ���'�✓ Q ir.-e�S�� cJr� S
,
Signature:�' Date; -� — Hired?�Yes No
% .
WESTERN SLING & �SUPPLY
�`
� 5453 N. Peterson Road 2017 Skyview Drive
Sedalia, CO 80135 Casper, Wyoming 82601
PH: (303) 688-0978 PH: (307) 235-4747
FAX: (303) 688-5905 : FAX: (307) 234-0049
DATE WSC N0.
Certif i cate � of Proof Test
This is to certify that the below named article(s) are in compliance with applicable Drawings, Specifications, Terms and
Provisions fo the Purchase Agreement.
':CUSTOMER NAME CUSTOMER QRDER NUMBER OUR ORDER NUIVIBER
PCL CONSTRUCTION SERVICES 5000716-57208 242191
PROOF TEST PER LEG ' ' NiTMBER OF:A55EMBLY(S)COVERED BY THIS CERTIFICATE .
14 , 200 LBS 2
ASSEMBLY(S) SERIAL NUMBER(S)
1984 through 1985
AS5EMBLY(S) DESCRIPTION '
3/8" X 32 FT DOS CHAIN SLING GR80 ALLOY TWO LEG WITH 5-314A
CHAIN HOOKS
` RATED CAPACTTY PER ASSEMBLY(S) DEGREE ANGLE AT HORIZONTAL
; , , ,_ _
10 , 000 LBS at 45
Loadtest Certification
This 15 t0 Cect'ify that WEST'ERN SLING COMPANY has subjected the described liFting device to a tension Loadtest quoted herein. The Working Load Limit
and the Loadtest Load assigned are based in general accordance with AMSE/ANSI Specifications,unless otherwise specified by the customer.
ASME/ANSI Spec. Description
,
i
p
! WSC Signafc�re. . � r��� Date
y/�� b y
t T'1 �
� Date ��"'�/y�
' By �� Inspector
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TOWER CRANE P91
inspection Check List
Project �/�I i... �L. For Week Commencing�����
Equipment Number�7� ��Y1���.R,�--
DAILY Service and Maintenance Inspection (See Insiructions) M i � W T F S S
1. Check Brakes, Motors, Drums, Gearboxes, Bearings, and Drive Alignment ,... ��
_ / ,/ �
2. Inspect Ropes, Cables, Hoist and Trolley Spooling ........................... �]L� `�
3. Check Electrical Components (or Wear and Damage ......................... � V � �
4. Servicing as per Manufacturer's Check List .................................. � � � —f�--
5. Inspect Rigging, Hooks, Slings and Shackles ................................ � � � � �
6. Test Over Load and Moment Limit, (and Moment Trolley out) ................. � � � �
7 Test Height Limit Switch .......... ................................... ....... � —i� �
B. Horizontal Trolley Travel Switches .......................................... � � �
9. Check Fluid Levels and Lubrication as Required ............................. � � � —K—
,/ V �
10. Check Walkways. Handrails. Ladders and Cab Mounis ................ ....... �[— /'
11. Check Structural Bolts and Pins .... . . ....................................... " " �
12. Check Siructure for Cracks or Buckling .............................. ....... � —1� � �
13. Check if Wedges are Secure ..... ... ........................ ......... .......
� � �
14. Check Aeronautical Lights ......... ................ ......... ....... ......... "
'5. Superintendent's Initials .......... ...... ........... ......................... �
nemarks Investigate unusual noises or probiems. record corrective action.
V y
'_V
Operator s Sign ture ipe nd s Signature
WEEKLY Service and Maintenance Inspection (See Instructiens)
t. Check Structural Bolts and Pins (Bolts Torqued to Specitications one Week after Erection: �-� 'Z
Replace any nuts or bolts which have become loose that were tight initially) ✓ Date
2. Check Trolley Rollers. Tracks, Slewing Rings end Rollers � � Date
3. Check all Moving Parts - Gear, Sha(t and Belt Drives ( � Date
- Sheaves. Bushings and Pins Date
-Trolley Slewing. Roilers. Tracks and Slewing Ring � Date
-Guy Ropes. Pendant Lines. Cable Clips. Thimbles and Ferrules � Date
4. Test Dyamometer (Dial Head) with Test Block v Date
5. Jacki�g, See Tower Crane Manual for correct procedures:Removed andior Covered jacking unit Date
6. Check Vertical Plumb � �" Date
Remarks Record of Cor ective Acti n
��G � y �- �
� �
Operator's SignaWre u ri end }� Signature
/
MONTHLY Service and Maintenance Inspection (See fnstructions)
1. Examination oi -All Ropes tor Wear, Corrosion, Fatigue, Deformities and all Stationary Ropes for
Tens,ion and Anchoring � ��� Date
2. Examination after 600 Hours by Wire Rope Manufacturer `
Fiemarks Record oi Corrective Action
. �� �• �
O'erator's Sig ature u r end s Signature
YEARLY Service and Maintain Inspection 12 months or 2,000 hours. (See Instructions)
(The Yearly servicing personnel will be authorized by the Equipment Department. The Project Superintendent will schedule the appropriate
time along with the Equipment Department.)
1. Non Destructive Test-The Boom,Mast,Counterweight,Jib,Staybacks,Guy Lines and Pendant Lines Date
- All Load Carrying Equipment Sheaves, Blocks, Rings,Shackles, Hooks,
Chains and Slings Date
2. Inspection by Qualiiied Perso�nel Drive Transmissions and Power Equipmenl Date
Remarks Record ot Corrective Action
Equipment DeparlmeM Signature SuperiMendenl's Signature
NOTE
It is intended that the equipment be checked daily and weekiy by the operator.Any ,
defect must be reported under the space lett for remarks.The Superintendent will in
turn notily the Project Manager and/or Equipment Department who will see to it that
the defect is remedied.
This weekly check does not relieve the operator of the responsibility to report to
the Superintendent any fault immediately.
This weekly report is to be retained in the Daily Check Lisl Book.
,o