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Freeport NIP(7.3)-LR010726
GEOTECHNICAL AND ~ I~ r~i I I p ENVIRONMENTAL CONSULTANTS REPORTED TO: CONTRACTOR: REPORT OF FIELD DENSITY TESTS Freeport VII Royal Lane, North of Bethel Road Coppell, Texas Duke-Weeks Realty Corporation 5495 Belt Line ROad, Suite 360 Dallas, Texas 75240 ATTN: Mr. Jeff Langston Raymond Construction REPORT NO. 123 REPORT DATE: 07-26-01 REG PROJECT NO. 7570 TECHNICIAN: M. Silva PAGE: 1 of 1 Proctor I ASTM I Optimum Maximum No. Standard Description Moisture, % Density, PCF 1 D-698 Brown clayey sand 10.0 116.5 2 D-698 Reddish brown clay 25.0 94.0 3 D-698 Reddish brown & light brown clay 22.5 96.0 4 D-698 Reddish brown & yellowish brown clay 20,0 97.5 5 D-698 Yellowish brown & gray clay w/weathered 30.0 87.0 shale & calcareous nodules Depth Below Field Field Test Final S.G. Density Moisture Proctor Compaction No. Date Location (feet) (pcf) ( %) ID Level (%) 156 07-11-01 Leave-out: 150'N, 20'W(1) 1.0 93.9 23.8 3 97.8 157 Leave-out: 280'N, 20'W(1) 1.0 92.8 23.9 3 96.6 158 Leave-out: 420'N, 20'W(1 ) 1.0 91.8 23.3 3 95.6 159 Leave-out: 540'N, 20'W(1) 1.0 91.9 24.1 3 95.7 160 Leave-out: 640'N, 20'W(1) 1.0 93.7 23.9 3 97.6 161 Leave-out: 720'N, 20'W(1) 1.0 94.0 23.7 3 97.9 162 Leave-out: 25'S, 380'E(2) 0.0 92.8 23.2 3 96.6 163 Leave-out: 25'S, 230'E(2) 0.0 91.4 23.0 3 95.2 164 Leave-out: 25'S, 70'E(2) 0.0 92.9 23.2 3 96.7 165 Leave-out: 145'N, 20'W(1 ) 0.0 92.1 23.9 3 96.9 166 Leave-out: 270'N, 20'W(1) 0.0 92.6 23.1 3 96.4 167 Leave-out: 400'N, 20'W(1) 0.0 93.9 23.6 3 97.8 168 Leave-out: 520'N, 20'W(1) 0.0 92.4 23.4 3 96.2 169 Leave-out: 630'N, 20'W(1) 0.0 91.9 23.8 3 95.7 170 Leave-out: 710'N, 20'W(1) 0.0 91.6 23.6 3 95.4 Comments: Where tested, materials were in compliance with project specifications. Footnotes: (1) Measurements referenced from S.E. building corner. (2) Measurements referenced from N.W. building corner. Mail Distribution: (1) Duke-Weeks Realty Corporation/ Mr. Jeff Langston (1) Raymond Construction/ Mr. Dave Schlimme (1) City of Coppell/Mr. Larry Davis (1) City of Coppell/Mr. Lee Stone (1) HBC Engineering/Mr. Bob Baker Submitted by: REED ENGINEERING GROUP, INC. Original Signed By Ronald F. Reed, P.E. BW/cg 2424 STUTZ DR. · SUITE 400 ,, DALLAS, TX 75235 · TEL [214] 350 5600 · FAX [214] 350 0019