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PROCTOR TEST REPORT
144
142
140
CA 138
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136
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128
126
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120 iall
30 40 50 60 70 80 90 100 110 120 130
WATER CONTENT
Gravel 38.0 1%Sand 51.7 %Oversized Stone(+3/4") 14.8 %Silt 10.2Classification: Brown C-F SAND and C-F GRAVEL,little SILT -
Modified Proctor, ASTM D 1557 Method C
Point No.1 2 3 4 5 6 7 8 9
Compacted Wt. 16.71 1 16.67 15.62 16.24 1Wt.of Mold 6.14 1 6.14 6.14 6.14 1
Wt.Wet + Tare 2.07 2.15 1.29 1.93
I Wt.Dry + are 1.96 2.02 1.25 1.87
Wt.Tare 0.81 0.81 0.20 0.81
Wet Density 140.9 1 140.4 126.4 1 134.7
Moisture 9.6 1 10.7 3..8 5.7
Dry Density 128.6 1 126.8 121.8 127.5
MAXIMUM DRY DENSITY(initial) 129.9 PCF OPTIMUM MOISTURE(initial)
D 4718 CORRECTION FOR OVERSIZE PARTICLES
MAXIMUM DRY DENSITY 134.2 PCF OPTIMUM MOISTURE Z2 %
Proj ct: G&R Marine Project No.: 00512C Date: 8/2/00
South Windsor, CT. Specification: No Spec Lab No: C977-W
Source: On Site Sampled from: Below Foundation Slab
Eastern Materials Testin( Laboratory R marks:
Berlin, Connecticut INVLAP # 10315-0