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Freeport NIP(2.3)-LR 960930GEOTECHNICAL AND J~ F~J r~l U F=a ENVIRONI"IENTAL CONSULTANTS REPORT OF FIELD DENSITY TESTS Coppell Mill Limited Partnership Distribution Center Royal Lane and Gateview Boulevard Coppell, Texas REPORTED TO: Coppell Mill Limited Partnership 100 Schelter Road Lincolnshire, Illinois 60069-3621 ATTN: Mr. Terry Schwarting REPORT NO. 41 REPORT DATE: 09-30-96 REG PROJECT NO. 2665.2 TECHNICIAN: M. Lawson CONTRACTOR: Raymond Construction Co., Inc. J 1 D-6g8 Brown yellowish-brown clay 20.5 102.6 2 D-698 Dark brown & gray clay 21.4 98.9 3 D-698 Reddish-brown clayey sand 12.2 116.4 57 08-17-96 20'N, 2'E(1) 1.0 110.6 14.2 3 95.0 58 08-19-96 2'$, 20(2) 0.5 100.2 19.0 3 86.1a 59 2'S, 150'E(2) 0.0 100.2 19.4 3 86.1 b 60 2'S, 155'E(2) 1.0 114.9 14.0 4 95.7 61 2'S,275'E(2) 1.0 100.7 14.9 3 93.4c 62 2'S,285'E(2) 0.0 113.0 14.1 3 97.1 63 15'S, 2'W(3) 1.0 112.4 14.3 3 96.6 64 20'S, 2'W(3) 0.5 110.7 14.2 3 95.1 65 08-20-96 2'N,150'W(4) 1.5 114.0 14.0 4 95.0 66 2'N,160'W(4) 0.0 110.6 15.0 3 95.0 67 2'N,280'W(4) 1.5 114.3 14.4 4 95.2 68 2'N,290'W(4) 0.5 111.0 14.8 3 95.4 69 2'N,420'W(4) 0.0 110.6 15.0 3 95.0 70 40'N, 2'E(1) 1.0 110.9 15.2 3 95.3 71 50'N, 2'E(1) 0.0 110.6 14.0 3 95.0 72 185'N, 2'E(1) 1.0 111.0 13.1 3 95.4 73 190'N, 2'E(1) 0.0 110.7 15.2 3 95.1 74 260'N, 2'E(1) 1.0 110.5 13.6 3 95.0 75 270'N, 2'E(1) 0.0 111.1 15.0 3 95.4 76 2'S, 40'E(2) 2.5 110.7 13.7 3 95.1 o 77 2'S, 45'E(2) 1.5 110.5 13.9 3 95.0 78 2'S, 55'E(2) 0.0 112.1 14.8 3 96.3 79 2'S,200'E(2) 2.5 111.2 13.5 3 95.5 · 80 2'S,205'E(2) 1.5 110.9 13.4 3 9E.3 81 2'S, 10'E(2) 0.0 111.8 13.5 3 9(~ .0 2424 STUTZ DR. · SUITE 400 · DALLAS, TX 7S235 · TEL [214] 350 5600 · FAX [214] 350 0019 82 08-20-96 2'S,375'E(2) 0.0 110.9 14.6 3 95.3 83 2'S,380'E(2) 1.5 110.9 14.7 3 95.3 84 2'S,385'E(2) 2.5 110.8 14.0 3 95.2 85 08-21-96 2'S, 20'E(2) 0.5 111.2 15.1 3 95.5A 86 2'S, 150'E(2) 0.0 111.9 14.3 3 96.1B 87 2'S,250'E(2) 1.0 110.9 14.7 3 95.3C Comments: Where tested, materials were in compliance with project specifications, unless noted otherwise. Failing test noted in lower case letter, passing retest noted in corresponding upper case letter. Footnotes: (1) (2) (3) Measurements referenced from S.W. building corner. Measurements referenced from N.W. building corner. Measurements referenced from N.E. building corner. Distribution: (1) Coppell Mill Limited Partnership/ Mr. Terry Schwarting (1) Mayse & Associates/ Mr. Mike Mayse (1) Raymond Construction Co., Inc./ ~/( Mr. Charles Raymond ) City of Coppell/Mr. Larry Davis (1) City of Coppell/Mr. Lee Stone Submitted by: REED ENGINEERING GROUP, INC. Original Signed By Ronald F. Reed, P.E. RFR/msm