HomeMy WebLinkAboutPermit Field Test & Inspection Report 2009-2-27
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11~'II"'t:""m''''".''L. Geo1echnicaJ & Construction Services
Page 1 of 1
Field Densitv Test Results - ASTM D 2922
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.:
B.P. No.:
02-27-09
2097015
E-22465
COM2008-01506
'MOISTURE/DENSITY DATA: ASTM 01557 - Maximum Dry Density of 144.6 pd, at 7.7% moisture furnished by client
for 1 1/2"-0 crushed gravel (Wildish Sand and Gravel).
"MOISTURE/DENSITY DATA: ASTM D1557 - Maximum Dry Density of 135.9pcf, at 6.0% moisture furnished by client
for 3/4"-0 crushed gravel (Wildish Sand and Gravel).
Wet
Test Approximate Location Approx. Density Percent Dry Density Percent Compaction
No. Elev. (pet) Moisture (pet) Compaction Requirement
1 Near lines 3F (slab)' FG 141.5 6.0 133.6 92.0 92.0
2 Near lines 2E.3 (slab)' FG 150.5 7.2 1.40.3 97.0 92.0
3 Near lines 2G (ftg.)' FG 144.0 7.7 133.7 93.0 92.0 .
4 Near lines 4D (ftg.)' FG 143.2 6.0 135.1 99.0 92.0
5 Near lines 2.5A (ftg.)' FG 140.8 6.2 132.6 92.0 92.0
6 Near lines 1 D (ftg.)' FG 140.7 5.9 132.9 92.0 92.0
7 Elevator pit slab" FG 136.4 6.6 127.9 92.0 92.0
----.-- ------
Tests performed at finished grade of base rock under footings and slab as noted.
Reviewed By:
A.~~ ---
Michael L. Merr;;-
Technical Manager
c:
Barrantine Bates Lee - (e-mail)
kpff Consulting Engineers - (e-mail)
Oregon Military Dept. - (e-mail)
Wildish- Tony Dean (em ail)
City of Springfield
MLM:sc
This repan andlor enclosed test data is the confidential property of the client to whom it is addressed and pertain.~ to the specific process and/or material evaluated. As such, information
contained herein shall not be reproduced in part offull and/or any part thereof be disclosed without FEI.Testing & Inspection, Inc. 's written authorization.
750 NW CcmeIl Avenue' CoIvalIL~ Oregon 97330, phone(541) 757-4698 . fux (54 1 ) 757-2991
29540BAiqx:rtRml' Eugme, Orq,m97402' phooe(541)684-3849' fux (541) 684-3851
63050 COIporatePIace, Suite 2 . Bend, Oregon 97701 . phone (541) 3824844 . fax (541) 382-4846
RtCtlllto
MAR 0 1: l009
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11~'II"It;.",m'I""."'. Geotechnical & Construction Services
Page 1 of 1
Report of Inspection Services
Weldina/Hiah-strenath Boltina
Client: Mr. Jim Thomas
Wild ish Building Co.
PO Box 7428
Eugene, Oregon 97401
Project:
Date:
Project No'.:
Report No.:
Inspector:
IDNo.:
LCAFRC- Fuel Truck
Parking Stru~!'1~ .~
3110 Pierce Parkway:
Springfield, Oregon
Inspection of:
Fabricator or Erector:
Contractor:
Welding/High Strength Bolts
Wildish Building Co.
Wildish Building Co.
Shop: 0
Weather.:
BPNo.:
02-27-09
2097015
E-22467
K. Green
8003776
ICC
Field: Ii'1
Clear
COM2008-01506
Performed visual inspection of twelve (12)'beam to column connections on the west fuel truck storage
shelter per detail 12 on S-101. Completed welds we're checked for size, length, profile and location.
Verified that the 7/8" A325 high strength bolts were in the snug tight condition have been installed with a
spud wrench and all plys of steel were in firm contact. Also, verified Hilti deck pins in lieu of 3/4" puddle
welds on the continuous bent plates (roof deck support).
Tony Dean (Wildish) was asked to notify our office when additional services are needed.
To the best of our knowledge, the work checked is in conformance with drawings dated 10-30-08,
transmittal from engineer dated 03-02-09, AISC manual and applicable AWS D1.1 code, except if noted
above.
Reviewed By:
J1; .<-;t. ~
Michael L. Meter
Technical Manager
c:
Barrantine Bates Lee - (e-mail)
kpff Consulting Engineers - (e-mail)
Oregon Military Dept. - (e-mail)
WiJdish- Tony Dean (em ail)
City of Springfield
MLM:sc
This report andlor enclosed test data is the confidential property of the client 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 FEI Testing & Inspection, lnc.'s written authorization.
750 NW Cornell Avenue' Corvallis, Oregon 97330 . phone (541) 757-4698 . fax (541) 757-2991
29540 BAirportRoad' Eugene, Oregon 97402' phone (541) 684-3849 . fax (541) 684-3851
63050 CorpOrate Place, Suite 2 . Bend, Oregon 97701 . phone (541 ) 382-4844 . fax (541) 382-4646
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''''"iLct:t1I,mllllh'lIWI Gebtechnical & Cons1Juction Services
Page 1 of 1
Field Density Test Results - AsTM D 2922 .
Client: Mr. Jim Thomas
Wildish Building Co.
PO Box 7428
Eugene, Oregon 97401
Project: LCAFRC- Fuel Truck
Parkin9 Structure
3110 Pierce Parkway
Springfield, Oregon
Date:
Project No.:
Report No.:
B.P. No.:
02-23-09
2097015
E-22430
COM2008-01506
MOISTURE/DENSITY DATA: ASTM 0698 - Maximum Dry Density of 144.6 pcf, at 7.7% moisture furnished by client for
1 1/2"-0 crushed gravel (Wildish Sand and Gravel).
------ ~ ~ - - - - - ---- --
Wet
Test Approximate.Location Approx. Density Percent Dry Density Percent Compaction
No. Elev. (pet) Moisture (pcfl Compaction Requirement
1 Bb-2 FG 146.0 6.0 137.8 95.0 92.0
2 Bc-3.5 FG 144.9 5.9 136.7 95.0 92.0
3 Ca-3 footing FG 149.7 5.8 141.4 98.0 92.0
4 Bcc2 footin~i FG 146.2 6.2. 137.7 95.0 92.0
------~ - --
Tests p'erformed aUinished grade of 1 1/2" base rock under slab area.
Reviewed By:'
A . 't'.~ --------
Michael L~ Me~ : .
. '
Technical Manager: .
,
c:
Barrantine Bates Lee - (e-mail)
kpff Consulting Engineers - (e-mail)
Oregon Military Dept. - (e~ma;l)
Wildish- Tony Dean (email)
City of Springfield
r
, ,
MLM:sc
This report andlor enclosed test data is the confidential property aflie client to whom it is addressed and pertains to the specific process and/or material evaluated. As such, infunnation
. contained h~;ein shall not be reproduced in part of'full and/or any part thereof be disclosed without FE! Testing & Inspection; Inc.'swritten authoriiation.
750 NW ComeIl Avenuc' Corvallis, 0reg0n97330 'phone(541) 757-4698, fux (541) 757-2'1)1 .
29540 B AiLport Rood, Eugene, Orq,m 97402 . jDooe(541 )684-3849' fux (541) 684-3851
63050 COIporate Place, Suite 2 . Bend, Oregon 97701' phone (541) 382-4844' fax (541) 382-4846