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ST9302-LR001012 ALPHA TESTIN(~, INC. 220~ Wi~COfl$in St., Suite Do#os, Texos 70229 972/620-8911 - 972/203-4937 (Metro) FAX: 972/400-8023 Client: City of Coppell Coppell, Texas Project: Sandy Lake Road Project No. ST Coppell~ Texas Our Report Number.: Material Description: Classification: Sample Location: Method of Test: Soil Identification Number: Maximum Dry Unit Weight: Optimum Moisture Content: Liquid Limit: Plasticity Index: 988b,-154 Date: 10/12/00 Reddish Brown Clay Little Sand Lime Stabilized East Bound Lane Sandy Lake Road Station 98+50 ASTM-D698-A 16L 113.5 pcf 14.0 % 21 7 MOISTURE DENSITY RELATIONSHIP 150 145 140 135 115 110 105 100 5% 10% 15% ZERO AIR VOID~ CURVES 2°~IOIS'I'~E C(~TEN~% ALPHA TESTINO, INC. 220{) Wisconsin St., Suite 100 DOlIos, Texos 75229 972/620-8911 - ~72/263-4937 (Metro) FAX: 972/406-8023 Client: City of Coppell Coppell, Texas Project: Sandy Lake Road Project No. ST Coppellr Texas Our Report Number.: Matedal Description: Classification: Sample Location: Method of Test: Soil Identification Number: Maximum Dry Unit Weight: Optimum Moisture Content: Liquid Limit: Plasticity Index: 9888 ,-154 Date: 10/12/00 Reddish Brown Clay Little Sand Lime Stabilized East Bound Lane Sandy Lake Road Station 98+50 ASTM-D698-A 16L 113.5 pcf 14.0 % 21 7 MOISTURE DENSITY RELATIONSHIP 150 145 140 135 125 115 11o 105 lO0 0% 5% 10% 15% ~°~lOIS'l~l~E CO~TEN~% ALPHA TESTIN(~, INC. 220~ VVisconsirt St., Suite 100 C)ollos, Texas 75229 972/620-891 ! - 972/263-4937 (Metro) FAX: 972/40~-8023 Client: City of Coppell Coppell, Texas Project: Sandy Lake Road Project No. ST CoppellT Texas Our Report Number.: Material Description: Classification: Sample Location: Method of Test: Soil Identification Number: Maximum Dry Unit Weight: Optimum Moisture Content: Liquid Limit: Plasticity Index: 98881 -', oB Date: 10/12/00 Brown Clay some Limestone little Sand (CL) East Bound Sandy Lake Road Station 84+00 ASTM-D698-A 17 94.0 pcf 21.5 % 43 15 12o 115 11o lO5 lOO 75 70 65 60 0% MOISTURE DENSITY RELATIONSHIP 5% 10%.. 15% 20% 25% 30% 35% MOISTURE CONTENT '"~----~40% A'~~.~.~ 55% 1T I ' ' ill '~ I