ST9502-LR 960309 MOISTURE-DENSITY RELATIONSHIP TEST
100 !
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j , i '
._ jr i
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85
% / i :
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80
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,
20 22.5 25 27.5 30 32.5 55
Water content, %
Test specification: ASTM D 698-91 Method A, Standard
Elev/ Closslficotion Nat. Sp.G. LL PI % > % <
Depth USCS ~SHTO Moist. No.4 No.200
I
TEST RESULTS MATERIAL DESCRIPTION
Maximum dry density = 93.8 pcf Dark Brown Sandy Clay
Optimum moisture = 27.1 %
Remarks:
Project No.; 45-1222-96
Project: Town Center - Coppell , Texas Proposed Utility B~ck
Location: Town Center Drive & Town Center Blvd. Fill - Site
Next to City Hal I , Map 1A-P
Date: 05-09-1996
MOISTURE-DENSITY RELATIONSHIP TEST
HDC ENGINEERI NG,I NC. Fi 9- No. 961655
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