HomeMy WebLinkAboutBuilding Field Test & Inspection Report 2018-08-17Carlson Testing, Inc.
Bend Office
G€otechnicd Omce
Eugene OIfice
Salem Offic€
Tigard Ofiice
(s4l) 330-9lss
(503) 601-8250
(54r) 34s-0289
(s03) 5t9-r252
(503) 684-3460
Daily Report of Structural Steel
Cli€nt: N-OILE DEVELOPMENT COMPANY IV - RICHARD TRICKEY
Project: LoT 11 wAREHousE
Address:4180 INDUSTR]AI AVB SPRINGFIELD OR
CTI .Ioh #:E1801494.
Jurisdiction:SPRINGFIELD
CTI representative
was on site this date
T. DUNAWAY OBOA 1118
to perform Special Inspection for:Aug. 17.2018
Permit 811-17- 001819-STR
DFS #(s)
--
PO Number:N/A
SCOPE OF INSPECTION
1. Checked in with superintendent, client or shop rep.
Jr]2661 MIKE
Company: GrBqo--N . ST,EE-L-FABRICATfNG BUCKETS AND SADDLE BUCKETS TO HSS TUBE STEEL,
COL!]MN PIECES COMPLETED THIS DAY ARE 18 (5), AND
2. lnsoection was'lBC" Tl Continuous. l__J tr Periodic 1A (2). REFERENCE GrBsoN srEEL EABRTcATTNG sHop
3. Work performed: [-l In the netd
GIBSON STEEL FABRICATING
I et fab shop DRAWING #1
PROCESS: FCAW
4. Ifshop inspection do they have fabrication and QC FTI,LER: E71T
procedures?tr Yes No N/A
Location ofsteel inspection [to include grid lines, elevations
(floors) and drawing detailsl:
SINGLE PASS EILLET WELD ON PI,ATE FOR SADDLE
INSPECTION
WELDER INFORMATION
TRAVIS SEBASTIAN
GAS: CO2
D1.1
REPORT SUMMARY
xl. Work inspected was:Completed l-l ln progress
2. Completed work inspected was in compliance with
! Approved plans and specifications I Shop drawings
RII Submittal tr N/A
Yes NoN/A
Document #(s)
Design change
SEE NOTES
3. Noncompliance item(s) were noted this date, details on
Dated SEE NOTES
Welders Name
Certification #:
Yes No
4. Noncompliance item(s) were reinspected this dat€, details
Yes No N/A on following page(s).Yes tr No E N/A
Conform tr Remain in progress
Report(s) findings were discussed and leff with
MIKE
of GIBSON STEEL FABRICATING
following page(s)x N/A
ON FILE
Based on the Code, approval is required ftom the Building Official b€forc the
SPECIAL INSPECTED items noted above can be cover€d. Carlson Testing
has no authority to dirccl wort of conlractors or subcontractors.
Pag€ 1 of 2
1. Reviewed previous inspection reports?x
2. Verified steel materials are in compliance by reviewing
random samples ofthe mill test repolts, steel ID
rnarkings or other documentation.
x
x3. Verified weld filler materials conform.
x4. Checked steel members to see they were fabricated and
erected in accordance with the workmanship and
tolerances required.
5. Checked welded studs and structural connections were
installed as required.x
x6. Verified high strengh bolts aod fasteners conforrn
x7. Verified the quality of welds produced by welders,
welding operators, and tackers cotrfom.
x8. Verified steel frame joint details for bracing, stiffening,
member locations, and application ofjoint details at each
connection are in compliance by random sampling.
IITII
IIIIII
T
T
xVerified tlc contractor's Welding Procedure
Specifications are in conformance with
AWS requirements.
2. Verified the essential variables outlined in the
Welding Procedure Specifi cations werc
employed during execution ofthe work.
x3. Verified the weldability ofreinforcing steel
other than ASTM A706.
TII
n See additional report page(s)Distribute attachments.
AIL WELDS APPEAR VISUAI,LY ACCEPTABLE PER AWS
t.
x
tr
Daily Report of Structural Steel
cTI Job #: E18 014 e4 .
LOT 11 WAREHOUSE
FOr: aa / ).'/ /zara
Project:
Notes:
DOCIJMENI #(S) : GIBSON STEEL FABRICATTNG DATED 03/0.7/).A
ln 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 fiom this office. Under all circumstances, the information contained in this report is provided
subject to all terms and conditions of CTI's General Conditions in effect at the time this report is prepared. No party other
than those to whom CTI has distributed this report shall be entitled to use or rely upon the information contained in this
document.
Ifthere are any further questions regarding this matter, please do not hesitate to contact this office.
Respectfu lly submitted,
CARLSON TESTING, INC.
David Smith Reviewed By: Project Manager
Project Manager Review Date: og/2ol2olg
TJD/G(
NOBLEOEV@XOBLE. COMCASTBIZ. NEINOBLE DE!'ELOPMENT COMPANY IV RICHARD TRICXEY
TO: CITY OF SPRINGFIEID BUILDING DEPARTMENT
CBSE, LT,C - DERE( HOWAXD DHOl//ARO@CBSE . US
Page 2 of 2
JOHN ltAl"fl'lER
89970 HWY 99N, EUCENE OR
I PHAMUERGNU-WORLO. Cotli
Carlson Testing, Inc.
BeDd Office
Geotecbnical Ofrice
Eugene Office
Salem Offfce
Tigard Ofiice
(s41) 330-9rss
(503) 601-82s0(s4r) 34s-0289
(s03) s89-r2s2
(s03) 684-3460
4XREPORT OF 8 CONCRETE CYLINDRICAI TEST SPECIMENS
ASTM C39 ct'7 2 64 / ca3a / c3a /c143/a1 c23t c1231-Test Methods:
Date Molded:o7 / 24 / 2018 Date Received:o'7 / 2s / 2078 Job Num 1494.
Permit #:81 1- 17 - 0 01819 -STR
Client:NOBLE DEVELO PMENT COMPANT IV - RICHARD TRTCKEY
Project:LOT 11 WAREHOUSE
Address:418 O INDUSTRIAL AVE SPRINGFIELD OR Jurisdiction:SPRINGFIELD
Contractor:NOBLE DEVELO COMPANY IV RIC}IARD TRICKEY
Subcontractor Cast Bv:R. ORCHARD
Concrete Supplier:IOiIFE RIVER ( EUGENE )
Truck #:41173 Load #:1
Test Time:5:15 A,IV1
psi fc @ 28 Days
Concrete Temp:
Ticket#:a20L!48'',)
Air Te mp. at Sampling Time: ssWeather:CLEAR
Cylinders were cast for the following locations:
S1,AB ON GRADE AT SOUTHEAST CORNER
Total Concrete Placement Location :
LOT 11 WAREHOUSE SI,AB ON GRADE
Strength Requirement:3000
Mix Number:35N17C00
Slump:
76
4.'75n o/o Airz
3/4"
3.08
Max Agg:
Admix/Amt:WRDAS 4 (304 0Z) , ArR (32 0Z)
Register Number:00005295 Lab Location:EUGENE
Average fc @ 28 days
Cubic Yards: SEE REMARKS
Curing: High
-:j-Low ----L-
Set
No.
Test @Davs
Test
Date
Total
Load
Avg.
Diameter Area Unit
PSI
Type Of
Fracture
Cap
Tvoe
Tested
Bv
1 '7 o7 / 3r / 20r.8 48950 3 .99 L2 .50 3920 2 PAD 50 RT
2A oe/21/2018 7 Lt65 4.00 1-2 .56 3 PAD 50 RT
2A oe / 21, / 2otq 7 5595 4.00 L2 .56 6420 3 PAD 50 RT
2a oe / 2t/ 20a8 73645 4.00 72 .56 5860 RT3PAD 60
5850
IIIIII
tr Distribute attachments.
Please see reverse side for additional information.
< 1 in. [25 mm]
Type 1
Reasonable well-formed
cones on both ends, less
than 1 in. [25 mm] of
cracking through caps
TWe 4
Diagonal fracture with
no cracking through
ends; tap with harnmei to
distinguish from Tlpe 1
** Not measurcd - Departure ftom ASTM C3l standard
Remarks:
CUBIC YARDS: 10.75 OF 125.
JOHN TIAMMER
NOB],E DEIEIOPMENT COMPANY IV - RICHARD TRTCKEY
TO: CITY OF SPRINGFIELD BUILDING DEPARI'I'IEIIII
CBSE, LLC - DEREK HOW;\RD
NOBLEDEVGNO8LE. COi,iC!ST81Z. NET
OHOi{ARO@CBSE.US
JPHAMMER@NU I,iORLD.COM
Job Number: E1801494.
Project: LoT l-1 wAREHousE
Register Number: oooo5295
T}?e 2
Well-Fomred cone on one
end, vertical cracks running
thiough caps, no well-defined
cone on other end
Date Molded: o'7 / 24 / 2oa8
Tlpe 3
Columnar vertical cracking
tlrough both ends, no
well-formed cones
Type 6
Similar to TyI)e 5 but
rnd ofcylinder is pointed
J
Project Manager David smith Reviewed By: Project Manager o\ 08/22/20L8
Our reports pertain to the material tested/inspected only. lnformation contained herein is not to be reproduced, except in full,
without prior authorization from this office. Under all circumstances, the information contained in this report is provided
subject to all terms and conditions of CTI's General Conditions in effect at ths time this report is prepared. No party other than
those to whom CTI has distributed this report shall be entitled to use or rely upon the information contained in this docum€nt.
89970 HWY 99N. EUGENE OR
E
Type 5
Side fractures at top or
bottom (occur cornmonly
with unbonded caps)
ru ffit
Carlson Testing, Inc.
Bend Office
Geotechnical Oflice
Eugene Ofnce
Salem Office
Tigard O{Iice
(s41) 330-91ss
(503) 60r-8250
(s41) 34s-0289
(503) s89-12s2
(s03) 684-3450
Daily Report of Proprietary Anchors
Client:NOBLE DEVELOPMENT COMPANY IV RICHARD TRICKEY
Project: LoT 11 WAREHoUSE
Address: 418 0 INDUSTRIAI AVE SPRINGFIELD OR Jurisdiction:
cTI Job #: 81801494
SPRINGF]ELD
CTI representative R. ORC}IARD OBOA 951
was on site this date Auq. 15, 2018 to perform Special lnspection for
Permit I l- l- - 17 - 0 01819 - STR
DFS #(s)PO Number:N/A
SCOPE OF INSPECTION
1. Checked in with superintendent or client representative.
}l,| lg. RIC}iARD
Company NOBLE DEVELOPMENT COMPANY IV
Location ofproprietary anchors inspected [to include grid
lines, elevations (floors) and drawing detaits]:
HD SCREW ANCHORS FOR (24) KING STUD TO
FOUNDATION PLATE CONNECTIONS AT FOUNDATION WAI-L
PERIMETERS LOCATED AT A TO E AT l TO 4
I!.ISTATLED PER ENCINEERE ESR
2 713 REPORT W]TH THE INSTAILATIONS NOT
EXCEEDING THE MAXIMUM TORQUE VAIUES GIVEN
WITHIN THE ESR REPORT.
Periodic
Yes NoN/A
Evaluation report number & date:
rcc EsR 2713 RETSSUED 09/2017
PROPRIETARY ANCHORS
Verified following items meet manufacturer's
published installation instructions.
REPORT SUMMARY
l. Work inspected was: I Completed ! h progress
2. Completed work inspected was in compliance with
I Approved plans and specifications ! Shop drawings
E rul ! Design change Submittal N/A
Document #(s)SEE NOTES Dated: €EE IQTIE
3. Noncompliance item(s) were noted this date, details on
following page(s). ! Ves No tr N/A
4. Noncompliance item(s) were reinspected this date, details
on following page(s). ! v"r E "o I wa
! Conform ! Remain in progress
R€port(s) findings were discussed and left with
RICHARD
of NOBLE DEVELOPMENT COMPANY IV
Name ofproduct being installed SIMPSON TITEN HD SCREW ANCHORS
1. Reviewed previous inspection reports?x
2. Reviewed evaluation report?x
IIII
3. Verified minimum emb€dment depth ofthe
anchors.x
4.Verified installation of the anchors x
5. Verified anchor diameter x
6. Verified steel grade x
7. Verified hole diameter x
x8. Verified type ofdritl bit used
9. Verified hole cleaning method.x
10. Verified adhesive application x
1 1. Verified edge distance X
12. Verified spacing x
13. Verified installation torque x
IIIIIII
III
TIIIIIIIIII
N/ABatch Number
Expiration Date N1A
Based on the Code, approval is required fiom the Building Official before the SPECIAL INSPECTED items noted above can
be covered. Carlson Testing has no authority to direct work ofcontractors or subcontractors.
1! See additional report page(s)Distribute attachments Page of2
2. Inspection was "lBC" E Continuous
oESERVED THE TNSTATI,ATrON OF (95) )li X 5n TrTEN _
tr
Daily Report of Proprietary Anchors
CTI Job #: 818014e4.
Project: LOr 11 wAREHousE
FOr: oa /)"5 /2ot8
Notes:
DOCI,MENT #{S): CBSE ENGINEERING DRAWINGS DATED O,7/II/I.7
ln 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 fiom this office. Under all circumstances, the information contained in this report is provided
subject to all terms and conditions of CTI's General Conditions in effect at the time this report is prepared. No party other
than those to whom CTI has distributed this report shall be entitled to use or rely upon the information contained in this
document.
If there are any further questions regarding this matter, please do not hesitate to contact this office.
Respectfu lly submitted,
CARLSON TESTING, INC.
David Smith
Project Manager
Ro/GK
NOBI,E DEVEI,OPMENT COMPANY IV - R]CHARD TRICKEY
TO: CTTY OF SPRINGFIELD BUILDING DEPARTMENT
CBSE, LLC . DEREK I]OWARD
Reviewed By: Project Manager
Review Date: 08/161201.8
NOALEDEV@NOBLE. COMCASTBIZ. NET
22
89970 HWY 99N. EUGENE OR
JPHAMMER(dNU WORLD, COM
Page of
DHOWARD@CBsE.U5
JOHN HAI\4MER