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WA9601B-LR 990430
StanTech Engineering Ce. 92(:)(:) King ~h~r ~rive Dallas, Texas 75247-3610 Phone 214/631 ~372 Fax 214/631 ~380 ~. Ke~th G~n, P.E. Proj~ No.: 1599-0152 Ci~ of Cop~ll Proj~t: Sandy L~e Road 255 P~ ~ev~d ~afion: 24" Water Line Trench Bac~ll Post ~ Box 478 Re~ No.: 5/9733 ~p~ll, Texas 75019-4409 RESULTS OF FIELD DENSITY TESTS TEST DATE RETEST TEST LOCATION LIFT/ PROCTOR FIELD FIELD PERCENT NO. OF DEPTH TEST DENSITY MOISTURE OF TEST NO. PCF % SPECIFIED NLrlv[BER COMPACTION 13 04/30/99 - Sta. 44+25 -4' 2 104.7 15.0 100.0 14 04/30/99 - Sta. 44+00 -2' 2 103.6 14.3 98.9 15 04/30/99 - Sta. 43+75 -r 2 104.5 15.0 99.8 16 04/30/99 - Sta. 43+50 Final 2 104.7 12.1 * 100.0 TESTS PERFORMED BY: John Moreland TEST METHODS: ASTIvl D 2922, D 3017, D 1558, D2167 OR D 2937 REMARKS: *Indicates the moisture does not comply with specifications. PROCTOR NO.: 1 - ll0.4p~f@ 15.6%Moisture 2 - 104.7 p~f@ 13.9% Moisture 3-107.6 p~f@ 17.3% Moisture SPECIFICATION: 95% - 100% Compaction @ Optimum to +5% DISTRIBUTION: