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Freeport NIP(2.5)-LR 980311
GEOTECHNICAL AND J ~ ~ O LJ ~ ENVIRONMENTAL CONSULTANTS REPORT OF FIELD DENSITY TESTS Northpoint Distribution Center Royal Lane at Northpoint Drive Coppell, Texas REPORTED TO: Myers & Crow Company, Ltd. REPORT NO. 4 3811 Turtle Creek Boulevard REPORT DATE: 03-11-98 Suite 730 REG PROJEGT NO. 4115 Dallas, Texas 75219 TECHNICIAN: S. Hope ATTN: Mr. Richard Crow PAGE: 1 of 2 CONTRACTOR: McFadden & Miller ............ ~i' D-698 Dark gray clay 22.0 97.5 40 01-27-98 Bldg Pad: 50'S,550'W(1) 1.5 92.5 26.5 1 94.9 41 Bldg Pad: 100'S,525'W(1) 1.5 93.0 26.1 1 95.4 42 Bldg Pad: 150'S,510'W(1) 1.5 92.1 26.1 1 94.5 43 Bldg Pad: 200'S,500'W(1) 1.5 91.9 25.8 1 94.3 44 Bldg Pad: 240'S,510'W(1) 1.5 93.3 25.7 1 95.7 45 Fire Lane: 25'N,700'W(1) 0.0 94.0 25.6 1 96.4 46 Fire Lane: 25'N,900'W(1) 0.0 93.1 24.7 1 95.5 47 Fire Lane: 25'N,1100'W(1) 0.0 93.1 24.7 1 95.5 48 Fire Lane: 25'N,1300'W(2) 0.0 92.9 24.4 1 95.3 49 Fire Lane: 80'S,30'W(2) 0.0 93.0 24.2 1 95.4 50 01-28-98 Bldg Pad: 50'N,300'W(1) 1.5 90.8 26.8 1 93.1 51 Bldg Pad: 100'N,300'W(1) 1.5 91.0 26.5 1 93.3 52 Bldg Pad: 150'N,300'W(1) 1.5 92.0 26.6 1 94.4 53 Bldg Pad: 200'N,300'W(1) 1.5 91.4 26.3 1 93.7 54 Bldg Pad: 240'N,300'W(1) 1.5 91.4 26.9 1 93.7 55 Bldg Pad: 50'S,400'W(1) 1.5 91.8 26.7 1 94.2 56 Bldg Pad: 100'S,400'W(1) 1.5 92.0 26.1 I 94.4 57 Bldg Pad: 150'S,400'W(1) 1.5 9t.5 27. t 1 93.8 58 Bldg Pad: 200'S,400'W(1) 1.5 91.0 26.7 1 93.3 59 BId9 Pad: 235'S,400'W(1) 1.5 92.2 27.1 1 94.6 60 01-29-98 Bldg Pad: 50'S,200'W(1) 1.5 92.5 26.5 1 94.9 61 Bldg Pad: 100'S,200'W(1) 1.5 93.5 26.5 1 95.9 62 Bldg Pad:150'S,200'W(1) 1.5 93.0 26.9 1 95.4 63 Bldg Pad: 200'S,200'W(1) 1.5 91.1 26.1 1 93.4 64 Bldg Pad:240'S,200'W(1) 1.5 91.5 25.9 1 93.8 65 01-30-98 Bldg Pad: 50'S,100'W(1) 1.5 93.5 24.7 1 95.9 66 Bldg Pad: 100S,100'W(1) 1.5 92.5 24.3 1 94.9 67 Bldg Pad: 150'S,100'W(1) 1.5 93.0 25.1 1 95.4 68 Bldg Pad: 200'S,100'W(1) 1.5 93.1 25.2 1 95.5 69 Bldg Pad: 240'S,100'W(1) 1.5 92.0 26.1 1 94.4 2424 STUTZ DR, · SUITE 400 · DALLAS, TX 75235 · TEL [214] 350 5600 · FAX [214] 350 0019 REPORT NO. 4 REPORT DATE: 03-09-98 REG PROJECT NO. 4115 PAGE: 2 of 2 70 01-31-98 Bldg Pad: 50'N,50'W(1) 1.5 93.5 25.1 1 95.9 71 Bldg Pad: 100'N,50'W(1) 1.5 91.0 26.9 1 93.3 72 Bldg Pad: 150'N,50'W(1) 1.5 90.5 25.7 1 92.8 73 Bldg Pad: 200'N,50'W(1) 1.5 92.5 26.1 1 94.9 74 Bldg Pad: 240'N,50'W(1) 1.5 92.0 25.9 1 94.4 75 Paving SG: 15'S,15'E(2) 0.0 93.5 26.2 1 95.9 76 Paving SG: 130'S,30'E(2) 0.5 93.6 26.8 1 96.0 77 Paving SG: 175'S,10'E(2) 0.0 92.0 25.7 1 94.5 78 Paving SG: 230'S,30'E(2) 1.0 91.5 26.8 1 93.8 79 Paving SG: 100'N,30'E(2) 0.0 91.7 26.8 1 94.1 80 Fire Lane: STA 6+10 0.8 90.9 27.5 1 93.2 81 Fire Lane: STA 6+30 0.0 91.3 26.7 1 93.6 82 Fire Lane: STA 7+40 0.0 90.7 27.1 1 93.0 83 Fire Lane: STA 8+60 0.0 91.4 26.4 1 93.7 84 Fire Lane: STA 10+00 0.0 91.9 26.0 1 94.3 Comments: Where tested, materials were in compliance with project specifications, Footnotes: (1) Measurements referenced from N.E. building corner. Distribution: (4) Myers & Crow Company, Ltd./ Submitted by: Mr. Richard Crow (1) AECC, Inc./Mr. Andy Brundige REED ENGINEERING GROUP, INC. (1) Docke~ Engineering/Mr. Bill Wray (1) McFadden & Milled Original Signed By Mr. Jon Jacobson (1) Halff Associates/Mr. Pat Acker Ronald F. Reed, P.E. (1) Pritchard Associates/ ~rls Mr. Jim Pritchard (1) O'Brien & Associates/ Mr. Mick Gmnlund (1) City of Coppell/Mr. Lar~ Davis (1) City of Coppell/Mr. Lee Stone