HomeMy WebLinkAboutMiscellaneous Field Test & Inspection Report 2011-3-31
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Client:
Mr. Carl Kern
Sheltercare
PO Box 23338
Eugene, Oregon '97402
Project:
AFIY A Apartment Complex'
1082 Main Street
Springfield, Oregon
Date:
Project No.:
Report No.:
BP No.:
Asphaltic Concrete
03-31-11
2107080
E-28027
COM 2009-01546
TESTING & INSPECTION, INC
C3ec.B:.h oca & CoosIru::Iiln Servres
THEORETICAL MAXIMUM SPECIFIC GRAVITY:' AASHTO - T209
Maximum Specific Gravity . Density (pcf} I
. 2.477 .154.2
FIELD DENSITY TEST RESULTS ASTM 02950):
Compaction
Test Approximate Density Percent Requirement
No. Test Location (Dcf) . ComDaction I Dercent)
1 Near Main SI. west panel 137.3 89.0 : 91.0
2 Near Main SI. east panel 139.3 90.3 91.0
3 Southwest parking Jot 141.4 91.7 '91.0
4 Drive lane between north and south parking lot west panel 140.6 91.2 91.0
5 Drive lane between north and south parking lot east panel 137.9 89.4 .91.0
6 Northwest parking lot 137.0 89.0 .91.0
7 Drive lane near northwest corner of building 137.9 89.4 91.0
8 Rear fire Janewest end 145.1 94.1 91.0
9 Rear fire lane east end 138.0 89.5 . 91.0
Tests performed at finished grade of wearing course.
Bold denotes failing tests. .
Remarks: Chris Hyde (Meili Construction) was advised of on-site test results.
Notes: percent compaction was calculated using a unit weight of 154.2 Ibs/cu.ft. 'determined from base course
sample obtained on 03-30-11.
Reviewed By:
Mr1~J! f!::r-
Technical Manager
i
c:
Sheltercare - Susan Ban (email)
Melli Construction - Curt Meili (email)
Melli Construction - Kris Russnogle (email)
Meili Construction - Andy Renfro (email)
Meili Construction - Chris Hyde (email)
lunabridge - Destin Ferdun (email)
Bergsund Delaney Architecture - Anne Delaney (email)
Bergsund Delaney Architecture - Julie Romig (email)
Hohbach-lewin - Vikki Bourcier (email)
Springfield Church of the Brethren - Dale Seese (email)
Michael Roberts - (email)
City of Springfield - Denny Wright (email)
MlM:sc
This report and/or enclosed test dala is the confidential property of tho dient to whom it is addressed ancl pertains to thll specific process and/or material evaluated. As such, infOlTTlalion
contained herein shall nO! be reproduced in part or ruu and/or any part thereof be disclosed without FEI Testing & Inspection, Inc.'s wrtlten au thorizatiOl'\
750 NW Cornell Avenue' Corvallis, Oregon 97330' phone (541) 757-4698. fax (541) 757.2991
29540 B Airport Road. Eugene, Ore90n 97402. phone (541) 684.3849' fax (541) 684-3851
62979 NEPlaleau Olive, 5oite3. Bend, 0mg0n97701. phone (541) 382-4844. fax (541) 3824846