Windance Sub-LR 850910 (2)PITTSBURGH TESTING LABORATORY
REPORT OF IN-PLACE SOIL DENSITY TESTS
Client Time Tech General Contractors
Project
Windance Subdivision
Soil Description Dark Gray Sand.y Clay
Max. Dry Density. 108.0 Jbs./cu. ft. Optimum Moisture 15.2 % Method of Test ASTM D 698/ASTM D2922
B/lO/R5 1 Trench Line - North of Building #3 (Retest) * F 14.5 121.6 106.2 98.3
9/10 2 Trench Line - North of Building #1 (Retest) * F 14.9 120.7 105.0 97.2
9/10 3 Middle of West Road (Retest) * F 13.5 119.7 105.5 97.7
9/10 4 West End of North Street (Retest) * F 13.0 117.1 103.6 95.9
9/10 5 East End of Horth Street (Retest) ** F 13.2 115.0 101.6 94.1
I
Insn~ctar: I. 5ar]oo~h~an
Remoras Job Specifications: 95% compaction
* Does not meet required moisture specifications
** Does not meet required density specifications
PITTSBURGH TESTI~ LABORATORY
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