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Gateway BP(1.2)-LR 960619 (2)
MOISTURE-DENSITY RELATIONSHIP TEST :i 1~o i i I, i I 115 I 110 10 12.5 15 17.5 20 22.5 25 Water content, % Test specification: ASTM D 698-91 Method A, Standard Elev/ Classification Nat. Sp.O. LL ) 'PI ~ % > % < Depth USCS ~SHTO Moist. L, yo.~ No.200 Maximum dry density = 121.0 pcf Reddish Brown Sandy Clay Optimum moisture = 13.5 % W/Clay Balls Project No.: 43-1452-96 Remarks: Project: Fritz Gateway-Gateway Proposed Select Fill Location: LBJ @ Cotton & Gateway Coppel I , Texas Map 119 Date: 6-19-1996 MOiSTURE-DENSiTY RE~T~ONSH~P TEST HBC ENGI NEERING, INc. Report ,o. 965093