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YMCS-LR011217GEOTECNNICAL AND ~ F=I r-'l I I F:::= ENVIRONMENTAL CONSULTANTS REPORT OF FIELD DENSITY TESTS Coppell YMCA 146 Town Center Boulevard .'~YM Coppell, Texas REPORTED CA of Metropolitan Dallas ~,601 Akard Street ~B'allas, Texas 75201 ATTN: Mr. Todd Baker CONTRACTOR: Hill & Wilkinson REPORT NO. 1 (Revised) REPORT DATE: 12-17-01 REG PROJECT NO. 8524 TECHNICIAN: G. Ortiz PAGE: 1 of 1 Proctor ASTM No. Standard Description Optimum Maximum Mo sture, % Density, PCF 1 D-698 Reddish brown clayey sand "select" fill 13.0 116.0 2 D-698 Reddish brown clayey sand 15.0 112.5 3 D-698 Yellowish brown sandy clay 15.0 110.5 4 D-698 Brown sandy clay 15.0 110.0 5 D-698 Dark brown sandy clay 19.5 101.5 6 D-698 Light brown sandy day w/gravel 14.5 110.5 Depth Below Field Field Test Final S.G. Density Moisture Proctor ~ompaction No. Date Location (feet) (pcf) (%) ID rLevel (%) 1 12-05-01 Paving: 70'S, 95'W(1) 0.0 107.7 14.9 4 97.4 2 Paving: 100'S, 110'W(1) 0.0 108.7 15.5 4 98.3 3 Paving: 100'S, 150'W(1) 0.0 105.4 14.1 4 98.0 4 12-06-01 BIdg Pad: 20'N, 35'E(1) 7.0 98.7 21.9 2 97.7 5 Bldg Pad: 21'N, 35'E(1) 6.0 97.9 22.8 2 96.9 6 Bldg Pad: 22'N, 35'E(1) 5.0 105.8 17.4 3 96.1 7 12-07-01 Bldg Pad: 40'N, 35'E(1) 4.0 96.9 23.5 3 95.9 8 Bldg Pad: 41'N, 35'E(1) 3.0 97.5 23.1 3 96.5 9 Bldg Pad: 42'N, 35'E(1) 2.0 98.1 22.0 3 97.1 Comments: Where tested, materials were in compliance with Droiect sDecificatiolls. /¢ Footnote: (1) Mail Distribution: (1) (1) (1) (1) (1) (1) Measurements referenced from S.E corner of existing building. YMCA of Metropolitan Dallas/ Mr. Todd Baker YMCA of Metropolitan Dallas/ Mr. Curt Hazelbaker City of Coppell/Mr. Kenneth Griffen Good Fulton & Farrell/ Mr. Scott Wegener Hill & Wilkinson/Mr. Lanny Huggins Dowdey Anderson & Associates/ Mr. Bill Anderson Submitted by: REED ENGINEERING Original Signed By Ronald F. Reed, P.E. KA/cg G ROU Pi, INC. 2424 STUTZ DR. · SUITE 400 · DALLAS, TX 75235 · TEL [214] 350 5600 · FAX [214] 350 0019