Windance Sub-LR 851003PITTSBURGH TESTING LABORATORY
is ^ MUTU^C ,.O~'ZC'riON TO CLIENTS. 'r.m~ PUSLIC ^ND OU,SZCWS. ^~. ,z~.o,'rm OTder No. DA[ 1413
October 3, 1985
REPORT OF IN-PLACE SOIL DENSITY TESTS
Client
Time Tech General Contractors
Project
Winddance Subdivision £oppell; Texas
Soil Description Dark Gray Sandy Clay
Max. Dry Densi~ 108.0 lbs./cu, ft. Optimum Moisture 15.2 % Method of Test ASTM D-698/ASTM D-2922
WET p~¥
9/27 1 Sewer Pioe in Front of Buildino #4 F 15.1 132.7 117.6 108.9
9/27 2 Sewer PiPe in Front of Buildino #1 F 16.6 122.6 105.9 98.1
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Inspected and Reported By: B. Cooper
Remarks Job Specifications - 95% minimum _+ 2% moisture