HomeMy WebLinkAbout10-039 Structural Steel 11-10-10 84J4 V�HEATGRASS CIRCLE
- PARKER, CO 80134
303-957-8436
Il`ISPECTION REPORT
WESTERN STATES
INSPECTION
PAGE 1 OF 2
CLIENT KOECHLEIN CONSULTWG ENG.
PROJEC7/JOB# KCE# 1 0-039 CLIEfVT PO# LIONSHEAD TRA[�[SIT CENTER
DaTE i 1-1 O-1 O CODE AWS D 1.1&D 1.3 /AISC / IBC
HOURS OF SH[FT 6:00 AM TO 1 2:00 PM SPECIF[CAT[ON PRO.IECT SPECS. / ASTM
MILEAGE'TO 1 00 MILEAGE F�ROM 1 00 'DAY OF WEEK WEDNESDAY
II�ISPECTOR ROBERT H. POLLOCK TOTAL HOURS TODAY (6)
ASSISTANT N/A TOTAL..MILEAGE 2OO
PeR D�En� YES NO X CLIENT REP. SCOTT MEYER (KCE)
REPORT# LTC-O 1
REMARKS:
LIONSHEAD TRANSIT CENTER
61 O W. LfONSHEAD
VAIL, CO.
1) TRAVEL TO PROJECT SITE,AS REQUESTED. �
2) REVIEW APPROVED PROJECT SPECfFtCATIONS&DRAWINGS AVAILABLE AT PROJECT SI7E.
3) CONDUCT THE REQUIRED "STRUCTURAL STEEL&WELDWG�� SPECIAL INSPECTIONS FOR SHOP AND/OR
FIELD APPL(GAT[ONS.
4) CONDUCT SPEC[AL WSPECTION OF MGH STRENGTH BOLTING(ASTM A325&/OR A490)AS REQUIRED.
5) SEE ATTACHED'ERECTION INSPECTION REPORT` FOR DETAILS.
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~AWS CWI# 1 009033 1 - (CERTIFIED WELDING INSPECTOR)
- ICC SPECIAL INSPECTOR #87852 1-S 1 &S2 � (STRUC7URAL WELDING& BOLTING)
SIGNATURE ROBERT H. POLLOCK 7�• QQ�x�
ICC SPECIAL INSPECTOR
8494 WHEATGRASS CIRCLE
PARKER, CO 80]34
303-957-8436
STRUCTURAL STEEL
WESTERN STATES EREGTION INSPECTION REPORT
INSPECTION
PQ�E 2 oF 2
CLIENT KOECHLEIN CONSULTWCz ENG. CLIENT PO# LIONSHEAD TRANSIT CENTER
PRO�ECTIJOB# xCE# i 0-039 CoDE AWS D 1.1 &D 1.3 I AISC / [BC
DATE 9 1-10-10 SPEC[FICATION PROJECTSPECS. / ASTM
HOURS OF SHIF'T PG. 'I PM TO PG. 'I PM DAY OF WEEK WEDNESDAY
MILEAGE TO PG. 1 MILEAGE FROM PG. 1 TOTAL HOURS TODAY PG. 7
INSPECTOR ROBERT H. POLLOCK' "'f`OTAL MILEAGE PG. 1
ASSISTANT NIA CLIENT REP. SCOTT MEYER (KCE)
PER D[EM YES NO X REPORT# LTC-O i
� IT�1VI DESCRIPTfON/R6MARKS DISPOSITION
ACCEPTED REJECTED O.D. LisT
YES/NO
9 REQUEST COPIES OF WELDER QUAL[F[CATIOI�[TEST RECORDS X
FOR REVIEW TO ASGERTAIN GOMPLIANCE WITH APPL[CABLE GODE.
DOCUMENTS iNER�(�IOT AVAILABLE ON THIS DATE.
(SPARKS CRANE&RIGGIIVCC)
2 BECzAN VISUAL INSPECTION OF COMPLETED SHOP�/VELDING
AND/OR FIELD WELDII�ICa OF MEMBERS FOR CAIVOPY FRAMINC�.
TH�FOLLOWINCz SHALL BE NOTED:
[�] ALL SHOP WELDED CONNECTIONS ARE IN COMPLIANCE iNITH X
AWS D 1.'1 VISUAL ACCEPTANCE CRITERIA.
[B] SHOP WELDED CONNEGTIONS HAVE`COMPLETE JOWT UT REQ.
PENETRATION WELDS' ON DIAG. BRACE BEAM FLANGES.
CC] FI�LD WELDED MOMENT CONN. BEAM F'LANGES ARE C.IP UT REQ.
WELDS AT COLUMN CONN.
AS PER SPECIFICATIONS FOR PROJECT, ULTRASOI�iIC TESTING
IS REQUIRED ON (�OO%} OF CJP JOINTS. BOTH SHOP&FIELD
C.IP WELDS WILL BE TESTED BY UT METHOD IN FIELD.
�
.
3 CONDUC7 VISUAL IIVSPECTION OF ANCHOR BOLT STATUS AT X f�
COLUMN BASE PLATES.
~AWS CWI # '1 00903�'I ~ (CERTIFIED WELD[NG INSPECTOR)
'� ICG SPECIAL INSPECTOR #87852 1 -S 1 &SZ "' V
(STRUCTURAL WELDING&BOLTING) (}
SIGNATURE ROBERT H. POl_LOCK �� QC��-��'C-`�
(lCC SPECIAL INSPECTOR)