HomeMy WebLinkAboutBuilding Field Test & Inspection Report 2009-2-13
Mr. Jim Thomas
Wildish Building Co.
PO Box 7428
Eugene, Oregon 97401
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CLIENT
DATE CAST
STRENGTH REQUIRED
STRENGTH PLACED
PRODUCT CODE
ADDITIVES
LOAD NO.
CONCRETE TEMP
AIR TEMP
POUR LOCATION
LOAD 2 SAMPLED
TEST
DATE
02-13-09
03-06-09
03-06.09
Hold
AGE
(DAYS)
7
28
28
. Gcv~~",;caJ & Consbuclion Services
Compressive Strength of Concrete
(ASTM C 39)
PROJECT
LCAFRC' Fuel Truck
Parking Structure
3110 Pierce Parkway
Springfield,. Oregon
COM2008-0 1506
02-13-09
.2097015
6198
DATE
PROJECT NO.
REPORT NO.
B.P.NO.
02-06-09 CAST BY A. Fenstermacher DATE RECEIVED
4000 psi SPECIMEN SIZE
4000 psi SACKS SUPPLIER
314065 CEMENT MAX SIZE AGG.
WRA; AEA; Hot water AIR CONTENT
2 TICKET NO. 60011065 SLUMP 31/4"
680F YARDAGE 11.0 OF 51.25 TIME 7:45AM
450 F WEATHER Showers SPECIMEN STORAGE ASTM C31
Fuel Truck Parking monolithic slab on grade at northwest corner of maintenance building.
02.07-09
4" x8"
ESG
3/4"
Near northeast corner.
AREA
(IN.')
12.62
WEIGHT
(LBS)
8.54
TOTAL
LOAD (LBS)
49115
COMPRESSIVE
STRENGTH (PSIl
3890
AVERAGE
STRENGTH
(PSIl
TIME OF
TEST
7:20 AM
TYPE OF
FRACTURE~
3
**1 - End Cones 2 - Cone/Split
3 - Columnar
4 - Diagonal
5 - Side (top and bottom)
6 - Side (top or bottom)
REMARKS: Ian (Wildish) was advised of on-site test results.
ReViewe;;t aM-
p. ~.
Michael L. Meyer
Technical Manager
c:
Barrantine Bates Lee - (e-mail)
kpff Consulting Engineers - (e-mail)
Oregon Military Dept. - (e-mail)
Wildish- Tony Dean (email)
City of Springfield
MLM:sc
RECEIVED
FES 18 2009
This report and/or enclosed test data is the confidential property of the client to whom it is addressed and pertains to the specific
process.and/or material evaluated.' As such, information contained herein shall not be reproduced. in part Of full.and/or any part
thereof be disclosed without FEI Testing & Inspection, Inc.'s written authorization.
750 NW Cornell Avenue' CorvaIUs, Oregon 97330, phone (541 ) 757-4698, fax (541) 757-2991
29540 BAi1p:rt Road . Eugene, Oregon 97402 . phone (541) 68<h3849 . fax (541 )t38<h3851.
63050 Corporate Place, Suite 2 . Bend. Oregon 97701 . phone (541) 362-4644 . fax (541) 362-4646
SfEJ
Page 1 of 1
1I:lo'lItlrt;"-ll\.'liI:'lIl1l\l.I~(. Geotechnical & Consbudion Services
Report of Inspection Services
Welding/High-Strength BoltinQ
Client: Mr. Jim Thomas
Wildish Building Co.
PO Box 7428
Eugene, Oregon 97401
Project: LCAFRC- Fuel Truck
Parking Structure
3110 Pierce Parkway
Springfield, Oregon
Date:
Project No.:
Report No.:
Inspector:
ID No.:
Inspection of:
Fabricator or Erector:
Contractor:
Welding
Farwest Steei
Wi/dish Building Co.
Shop: ~
Weather:
BP.No.:
02-04-09
2097015
E-22350
I
K. Green
8003776
ICC
Field: 0
Inside
COM2008-01506
Met with erector to discuss welding procedures, and verified WPS and welder's certifications. Aiso,
inspected six (6) columns per details 10 and 11 on S-1 for the fuel truck parking facility. Completed welds
were checked for size, length, profile and location.
Dave Church (Farwest) was asked to notify our office when additional services are needed.
To the best of our knowledge, the work checked is in conformance with shop drawings dated 01-23-09
and applicable AWS D1.1 code, except if noted above.
Reviewed By:
A . -j .~-------
Michael L. ~ey(,(
Technical Manager
c:
Barrantine Bates Lee - (e-mail)
kpff Consuiting Engineers - (e-mail)
Oregon Military Dept. - (e-mail)
Wildish- Tony Dean (em ail)
City of Springfield
MLM:sc
This report and/or enclosed test data is the confidential property of the cHent to whom it is addressed and pertains to the specific
process andlor material evaluated. As such, information contained herein shall not be reproduced in part or full andlor any part
thereof be disclosed without FEl Testing & Inspection, Inc.'s written authorization.
750 NW Comell Avenue' Corvallis, Oregon 97330 . phone (541 )757-4698 . fax (541) 757-2991
29540 BAirport Road' Eugene, Oregon 97402. phone (541) 684-3849 . fax (541) 684-3851
63050 Corporate Place, Suite 2 . Bend, Oregon 97701 . phone (541) 38:2-4644 . fax (541) 382-4846