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57 N. WASHINGTON STREET • ,►
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P.O. BOX 745 LABORATORIES, 1_
PLAINVILLE, CONNECTICUT 06062 (860) 525-7193 FAX (860) 74T 64 p.1Ta_3
NVLAP Accredited for Construction Testing Services
SOILS REPORT Ssio F a11����`
CLIENT: O&G Industries PROJECT NO. 3756
PROJECT: Timothy Edwards Middle School REPORT NO. 029
SUBJECT: Field Density Determinations DATE: 10/14/97
ASTM D2922, D3017 PAGE: 1 of 2
INSPECTOR: Shawn Roberts EQUIPMENT: MC-3
MATERIAL Red/Brown Gravel STANDARD XiD .99
DESCRIPTION: COUNT: XiM 1.00
AREA Under Proposed Footings and TEST MODE/ Standard/
REPRESENTED: Over Roof Drain Pipe DEPTH: varied
PROCTOR 131. 6
VALUE:
WET DRY
TEST $ UNIT UNIT $
NO. LOCATION ELEVATION MOIST. WT. WT. COMP.
1 See Drawing Point 3 81' over roof drain pipe 5.4 131.9 125.2 95.1
2 See Drawing Point 4 8" over roof drain pipe 3.6 130.0 125.5 95.3
3 See Drawing Point 5 8" over roof drain pipe 3.2 129.8 125.7 95.5
4 See Drawing Point 1 10" over roof drain 4.8 133.1 127.0 96.5
pipe
5 See Drawing Point 2 10" over roof drain 4.7 134.1 128.0 97.2
pipe
6 See Drawing Point 3 Estimated bottom of 4.3 136.0 130.3 99.0
footing
7 See Drawing Point 4 Estimated bottom of 3.9 130.0 125.0 95.0
footing
8 See Drawing Point 5 Estimated bottom of 3.8 130.2 125.4 95.3
footing
9 See Drawing Point 1 Estimated bottom of 3.9 132.4 127.4 96.7
footing
REMARKS: Proctor value was submitted by Herb Holden. This proctor appeared
to be representable but was not developed in our laboratory.
pc: 0&G Industries / S/L/A/M Collaborative / John Collins, South Windsor
Building Official
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Test reports may not be reproduced except in full with approval of IMTL. All results relate only to the Items tested.
Test reports must not be used by client to claim product endorsement by NVLAP or any agency of the US Government.
TESTING RESEARCH ANALYSIS INSPECTION CONSULTING
Portland Cement Concrete Soils Steel Building Products Bituminous Concrete
rroject NO. : 3756 Report No. : 029
October 14, 1997 Page No. : 2 of 2
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