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ST8805-LR 890531 (4)T m a in x J-1 _PL P 1_ 27 11 16 26 13 13 60 SUMMARY OF MOISTURE- DENSITY RELATIONSHIIPS 65 Parkway Boulevard 40 50 Coppell, Texas 19 12 7 Project No. 892488 23 22 31 22 MAXIMUM OPTIMUM DATE OF TEST MATERIAL-DESCRIPTION PROCTOR NO, DRY DENSITY MOISTURE CONTENT PCF % 2 -24 -89 Reddish brown clayey sand PW -1 116.5 13.3 2 -24 -89 Reddish brown /dk brown PW -2 118.4 12.7 clayey sand 2 -24 -89 Yellowish brown clay PW -3 90.5 27.5 2 -24 -89 Brown clay PW -4 91.1 27.0 3 -14 -89 Lt gray clay w /sand PW -5 90.6 28.3 4 -17 -89 Lt brown silty, clayey PW -6 124.3 10.8 sand w /gravel 5 -26 -89 Brown clayey sand w /lime PW -7 100.8 20.5 5 -26 -89 Lt reddish brown clayey PW -8 109.1 16.2 sand w /lime REMARKS: Unless otherwise noted, all Proctors have been performed using ASTM D 698. J-1 _PL P 1_ 27 11 16 26 13 13 60 30 30 65 25 40 50 26 24 19 12 7 45 23 22 31 22 9 SPECIFICATIONS: specified Dry Density Spec'ified Moisture Content 95% and above 0 to +4%