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Coppell Comm 1R3-LR040518
GEOTECHNICAL AND G ~ I'-1 I I ENVIRONMENTAL CONSULTANTS REPORTED TO: Hay & Jones c/o Pritchard Associates 2500 Routh Street Dallas, Texas 75201 ATTN: Mr. Brett Ratliff REPORT OF FIELD DENSITY TESTS Royal Park Freeport Parkway and Burns Street Coppell, Texas REPORT NO. 4 REPORT DATE: 05-17-04 REG PROJECT NO. 11150 TECHNICIAN: G. Green PAGE: 1 of 2 CONTRACTOR: McFadden & Miller Optimum Maximum Moisture, % Density, PCF Proctor ASTM No. Standard 1 D-698 2 D-698 3 D-698 Description Dark gray sandy clay Light brown & dark gray clay w/gravel & trace yellowish brown clay Dark cjray & reddish brown clay 24.3 96.3 22.3 99.1 19.4 102.3 Test No. Date Location 21 04-22-04 Bldg Pad: 55'S, 94'E(1) 22 Bldg Pad: 110'S, 94'E(1) 23 Bldg Pad: 165'S, 94'E(1) 24 Bldg Pad: 220'S, 94'E(1 ) 25 Bldg Pad: 265'S, 94'E(1) 26 Bldg Pad: 55'S, 188'E(1) 27 Bldg Pad: 110'S, 188'E(1) 28 Bldg Pad: 165'S, 188'E(1) 29 Bldg Pad: 220'S, 188'E(1) 30 Bldg Pad: 265'S, 188'E(1) 31 Bldg Pad: 55'S, 282'S(1) 32 Bldg Pad: 110'S, 285'E(1) 33 Bldg Pad: 165'S, 282'E(1) 34 Bldg Pad: 220'S, 282'E(1) 35 Bldg Pad: 265'S, 282'E(1 ) 36 Bldg Pad: 55'S, 376'E(1) 37 Bldg Pad: 110'S, 376'E(1) 38 Bldg Pad: 165'S, 376'E(1) 39 Bldg Pad: 220'S, 376'E(1 ) 40 Bldg Pad: 265'S, 376'E(1) 41 04-23-04 Bldg Pad: 55'S, 94'E(1) 42 Bldg Pad: 110'S, 94'E(1) 43 Bldg Pad: 165'S, 94'E(1) 44 Bldg Pad: 220'S, 94'E(1 ) 45 Bid9 Pad: 265'S, 94'E(1) Depth L Below Field Field Final S.G. Density Moisture (feet) (pcf) (%) 2.0 97.4 22.5 2.0 96.7 22.9 2.0 97.1 22.7 2.0 94.8 24.8 2.0 93.9 24.7 2.0 95.8 23.9 2.0 93.2 25.2 2.0 97.0 22.6 2.0 94.9 24.6 2.0 96.1 23.3 2.0 95.9 23.7 2.0 93.4 24.9 2.0 93.6 24.7 2.0 95.1 24.4 2.0 96.2 23.1 2.0 96.0 23.5 2.0 92.5 25.7 2.0 92.2 26.3 2.0 91.8 26.8 2.O 91.9 26.5 1.0 97.3 22.5 1.0 97.1 22.8 1.0 97.2 22.6 1.0 94.9 26.1 1.0 95.1 25.7 Pr~cDt°r C ~lvPea~t 'O/o~n 2 98.2 2 97.5 2 97.9 2 95.6 1 97.5 2 96.6 1 96.7 2 97.8 2 95.7 2 96.9 2 96.7 I 96.9 I 97.1 2 95.9 2 97.0 2 96.8 I 96.0 1 95.7 1 95.3 1 95.4 2 98.1 2 97.9 2 98.0 2 95.7 2 95.9