HomeMy WebLinkAboutBuilding Field Test & Inspection Report 2013-8-22 00/22/2013 16:15 5414856443 0131E CONSTRUCT ION IN PAOI: 01
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- Construction,Inc.
FA% VIt `;1(14,1
3976 WEST 13"AVE
Pil BOX 22336
EUGENE OREGON 97402041.T
OFFICE 54i-343-2436
FAX 542-485-6,443
TOLL FREE 1-800-9q9-9267
Sand io: City of Springfield l From: Rich Ma
'Ki-CM1ot;:ife-bert- 842:13
Office IOCabou: Springfield ofsce locidioirrugone Oregon
Fax number:541-726-3676 1 Pbone num6er:1-860-999-9267
Tui.al pages,including cover2
Comments:
Robert,
Here is the special inspection report for the High Strength bolts. There was not any
field welding •
Let me know if you need anything else
Rick
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011/22/2M.3 :16:16 547.4856443 OWE OorIi:TRtio"1-IUN IN PAGE it
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Bend Office (541)1S0-9155
Genteel:1dr 11 Offtee 0;03) ti(/1-83517
ugene OtYge 547) 6"_Y.9:/
Carlson Testing inc..
Salem Office (iii,ij Sti!)..l "...1.
Tigard Office 1-"0J)ti8>-3460
Daily Report of Structural Steel
mu,: prin.:_ C.j)NS'LRUC:CSON_INC___.n'CIC,Dili:E_____ _-...__-... _...___...___-__.._.__.-__,....--.___._...._.__._..__....__.-.__
Project: r..kallv'r)oD CFI Joh q' liarrii .... __.
_ 44:
.??-o..jf aitlLI_:I+•L r:iv2 EJ,n NI. inn. _-___,- ______ Jurisdiction: 9PRI111GFIR141
cm representative M_nc,rteETT OBOA_52 C.___ ______--_-._-._. _ .. . . .....___
was on tile this slate ..__au2__os c_2.112_____ to perform Special inspection for
DFu ii(3) 5O Number; _..-._._-..- --.----
_._.. SCOPE OF INSPECTION Location of steel irspcction(to include grid lit:e:,elevarions
)flow-t) and drawing details):
1. Checked in with superintendent, client or shop rep. --._
DAVTU Ct_...,.121 PRIiSEN'TA'C IVE MS ON ,I'T'=: FOR lie:Cl!( STi.ENISTif.
Nam, _ .__...__ . ._... HCLC fhtt1110AIall. INSPECTION IJ WEINfS. 7 TH __
ColDrianyi OBIS CONSTRUCTION _,- CT
II1
�''f TENSIONING OF._3 4'_ DIAMETER A-3OKi1if CONNECI11
2. Inspection was"IBC' al Continuous , .,riodic pT. THE COLUMN TORSION SECTION c C ,Il ( r roN Lt4L THE_ _
• '. Work performed: .] hi the field L 9 At crib shop 17 ... i n" A-I,2,5 SOt a C, Tr t 7_ n A'c H ff. ciiptf......--._......
CONNEC'i'.LON JOINTS_--'rHE "P._ra OP CNF _.,J_f T.,dL iF:_?f> _
--- T
WAS„ .ir,i I)s. .__O TENSION THE BOLTS.AT_ 911ti ClIINNLI IONS__
4.If shop inspection do they have fabrication and QC BOUPS,WERE SNUGGED, FAY INO_SULU_AC2'_ 4Ji_REMItTED
procedures? Ye I-3 No E N/A AIJD, IFIFPf TES NUTS WER E TURNED 11 )r, rr-__ft1Rt4 -___
9hRTHFR_ DETAIL,9_,:_OR_CONNECSIONS WillitlI CII ENGINEER_
INSPECTION OF RECORD sTIUIPeD DRAWINGS SHEET I 1P_i D wAli.,_
Yea NoN/A -
.._._-.._ _°---" �- 65791.
. Rewew prcvtouN m---- ropnrte. I x
Verified heel materials are in compliance by reviewing ---.-._.•--.- _-_-____-___-_-__._--____._..._.__..___- __.
-f t n randovn a,nipies of The mill test reports,steel IL X ----- -...------
markings or otha decurnetaatien.
Ti7ciilicd weld filler roatafii on am. X -.-----..-----...._-
iC___._�____-..`._ ._�.__._et ii1 —_ _.______-.___—___---..____._-__
4. Checked steel members to sec they were fabricated and .___...._.._..-..
erected in accordance with the workmanship and 't ---'-'°----------'----- • -----------
toielances inquired, -------.___._.
G'he:tiedviildeifsniffs ntia Enron; I c riatiM?s were 'ui -------__- REPORT S(7t1TR/I.Ax:�.t
installed as rslaired. _
6.V+aificd high Strength Hops and fasteners conform._ I. R'nrk inspected was: Completed Li i in progteis
73entiec t it'qua iry ofwc( Ps rw ucc elaers, ---I s x 2. G'ornplr.t cl work inspecxed.'Has in cnnnpii_Hoc x;+3?
welding operatorn,and tickers cotillion, i
3.Vaificd steel dame joint dctuils for binning,stiffening, } Li Approved plans and specifications Li Shop dnwiing.;
memtrer locations,and
Y _ application of joint details at each X
connection are in compliance by rendom an/ling. _ _ _ 0 } rI 0 Design change 1-1 Sr.bnt,
h71 �. N/A
Document fl(s) tr14PCTUJ?AL'_L____ .. Drsed: 5La1.1"1.3
WELDER INFORMATION
3. Noncompliance item(c)were noted this 3a ce, nexail:;on
Welders Name: hL?s -----.------..--- --------- ..__ _ ` t 'N/
Ai
page(5). Vey � No l._i :a,A
Ccniticatiou H: .--_. -----_--.--
. 4. Noncompliance item(s)were reinspected this dare,details
• Y% No N/A on following page(s). Q Yes Cj No L� I :A
I.—Vcniiiitxl the contractors melding Procedure+' ' --t— i
Specifications are in conformance with X . ri (conform 4_� Remain in progress vI.
A W S requirements.
7erif el the essential variables oadincai 7n the -"° Report(s)findings were discussed and left with
Welding Preccher Specifications,were DAV III _,_,--,_- .
,i ____....-___-___-.-_.___-_._-..--..____._.-.-._--.__.__
employed during execution of the work. of _tiBIE 0,i0STkUCTION--
Ven:ial the wcldability of reinforcing steel }Lour>i en the Coda,approval is re,unnl firm ilia no ld nb Official twin the
Ip .,thee than AS 11+i A706. ! I x SPECIAL INSPECTED irons noted above can be covet nl,,.Ilion r[sting
i-'__._._.......__._� - - -
has no outing ity to direct work of rnntractora or mrtconeae:nn
l� oec additional report page(s). 17 Distribute attachments. Page. ...__3_ot' ..__
22/201i: 16:15 541435E443 (J}3IE CONSTRl.Jar lON TN PACE 03
, Daily Report of Structural Steel Fan OS/0 r_./ 13
CIE Job U: a130t4ao.
project: acsrwoou
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;Votes:
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In some cases more than one box may be checked for a given item on the front page.
Our reports pertain to the material tested/inspected only. Information contained herein is not to be reproduced, except in fi
without prior authorization from this office. Under all circumstances, the information contained in this report is provided
subject to all terms and conditions of ars General Conditions in of bet at the time this report is prepared. No party other
than those to whom CU has distributed thin repon shall be entitled to ma:or rely upon the inforceation ccalr-ined in this
document.
If there are any further questions regarding this matter,please do not hesitate to contact this office.
Respectfully submitted,
CARLSON TESTING, INC.
David Smith Reviewed By: Project Manager
Project Manager Review Date: 08/19/2013
MO;AC
TO: OSXE CONSTRUCTION INC - RIC( ()HIE
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S9970 HWY 9914,Et16iiNE OR