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Coppell Bible-LR030106
GEOTECHNICALAND I~ F;;I r-'l I I F=~ ENVIRONMENTAL CONSULTANTS REPORT OF FIELD DENSITY TESTS Coppell Bible Fellowship 751 Sandy Lake Road Coppell, Texas REPORTED TO: EMJ Corporation 1303 Walnut Hill Lane, Suite 130 Irving, Texas 75038 ATTN: Mr. Tony Scorsone CONTRACTOR: EMJ Corporation Proctor I ASTM No. Standard 1 D-698 2 D-698 3 D-698 4 D-698 REPORT NO. 18 REPORT DATE: 01-06-03 REG PROJECT NO. 9674 TECHNICIAN: M. Silva PAGE: 1 of 1 Optimum Maximum Description Moisture, % Density, PCF Red sandy clay 22.3 98.0 Reddish brown sandy clay 18.0 104.6 Yellow brown sandy clay 18.9 105.0 Light red clayey sand "select" 13.0 112.0 Depth Below Field Field Test Final S.G. Density Moisture Proctor Compaction No. Date Location (feet) (pcf) ( %) ID Level (%) 62 11-26-02 Water Line: 350'N, 30'E(1) 1.0 101.6 19.3 2 97.1 63 Water Line: 350'N, 30'E(1) 0.0 99.8 20.4 2 95.4 64 Water Line: 450'N, 45'E(1 ) 0.0 100.3 19.5 2 95.8 65 Bldg Pad: 20'S, 30'W(1) 6.5 98.5 21.0 2 94.1 66 Bid9 Pad: 80'S, 120'W(1) 6.5 97.0 22.3 2 92.7 Comments: Where tested, materials were in compliance with project specifications, unless noted Footnote: (1) Measurements referenced from N.E. building corner. Mail Distribution: (1) EMJ Corporation/Mr. Tony Scorsone (1) City of Coppell/Mr. Garreth Campbell (1) Clark Electrical Construction/ Mr. David Patterson Submitted by: REED ENGINEERING GROUP, LTD. Original Signed By Keith E. Atkins Manager, CMT AE/myw 2424 STUTZ DR. ,,, SUITE 400 · DALLAS, TX 75235 · ~EL [214] 350 5600 ,, F^X [214] 3500019