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Freeport NIP(7.3)-LR010313GEOTECHNICAL AND G F=;I I'-1 I I ~ 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. 05 REPORT DATE: 03-13-01 REG PROJECT NO. 7570 TECHNICIAN: D. Williams PAGE: 1 of 1 Proctor ASTM Optimum I Maximum No. Standard Description Moisture, %I 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 Depth Below Field Field Test Final S.G. Density Moisture Proctor Compaction No. Date Location (feet) (pcf) ( %) ID Level (%) 19 02-22-01 Paving: 220'S, 60'E(1) 3.0 88.7 28.2 2 94.4 20 Paving: 220'S, 60'E(1) 2.0 89.1 28.0 2 94.8 21 Paving: 220'S, 60'E(1) 1.0 94.6 21.1 4 97.0 22 Paving: 140'S, 30'E(1) 3.0 90.1 27.3 2 95.8 23 Paving: 140'S, 30'E(1) 2.0 91.1 26.2 2 96.9 24 Paving: 140'S, 30'E(1) 1.0 94.2 21.4 4 96.6 25 Paving: 20'S, 70'E(1) 2.0 93.0 22.6 4 95.4 26 Paving: 20'S, 70'E(1) 1.0 92.9 22.5 4 95.3 27 Paving: 30'N, 20E(1) 3.0 91.4 239 4 93.7 28 Paving: 30'N, 20'E(1) 2.0 93.1 22.5 4 95.5 29 Paving: 30'N, 20'E(1) 1.0 93.5 22.0 4 95.9 30 Paving: 50'N, 50'W(1) 2.0 111.7 12.1 I 95.9 31 Paving: 50'N, 50'W(1) 1.0 112.1 11.8 1 96.2 32 Paving: 50'N, 120'W(1) 2.0 94.1 21.6 4 96.5 33 Paving: 50'N, 120'W(1) 1.0 93.7 21.9 4 96.1 Comments: Where tested, materials were in compliance with project specifications. Footnotes: (1) Measurements referenced from N.E. 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 Submitted by: REED ENGINEERING GROUP, INC. Original Signed By Ronald F. Reed, P.E. BW/myw I 2424 STUTZ DR. · SUITE 400 · DALLAS, TX 75235 · TEL [214] 350 5600 · FAX [214] 350 0019