Loading...
Park West CC(11)-LR 981203REPORTED TO: CONTRACTOR: GEOTECHNICAL AND ENVIRONMENTAL CONSULTANTS REPORT OF FIELD DENSITY TESTS Parkwest Commerce Center - Building 1 Enterprise Drive at Wrangler Drive Coppell, Texas Myers & Crow Company 3811 Turtle Creek Boulevard, Suite 730 Dallas, Texas 75219 ATTN: Mr. Richard Crow McFadden & Miller, Inc. REPORT NO. 14 REPORT DATE: 12-03-98 REG PROJECT NO. 4707 TECHNICIAN: R. Bullion PAGE: I of 1 1 D-698 Dark brown Clay 24.0 93.5 2 D-698 Dark brown clay (lime-treated) 25.0 94.0 3 D-698 Brown clay (lime-treated) 22.0 94.5 67 09-18-98 Bldg. Pad: 10'N, 10'E (1) 0.0 92.1 28.7 2 98.5 68 Bldg. Pad: 75'N, 10'E (1) 0.0 93.6 28.3 2 100.1 69 Bldg. Pad: 15'N, 80'E (1) 0.0 93.8 26.9 2 100.3 70 Bldg. Pad: 80'N, 80'E (1) 0.0 92.0 25.0 2 98.4 71 Bldg. Pad: 5'N, 140'E (1) 0.0 94.1 28.0 2 100.6 72 Bldg. Pad: 85'N, 140'E (1) 0.0 94.0 27.9 2 100.5 73 Bldg. Pad: 10'N, 200'E (1) 0.0 92.5 26.7 2 98.9 74 Bldg. Pad: 70'N, 200'E (1) 0.0 94.5 27.2 2 101.1 75 09-21-98 Storm Line at STA 2+96 1.0 91.2 24.2 1 97.5 76 Storm Line at STA 0+81 0.6 90.8 25.7 1 96.8 77 Storm Line at STA 0+20 1.0 89.7 26.8 1 95.9 Comments: Footnotes: Distribution: Where tested, materials were in compliance with project specifications, unless otherwise noted. (1) Measurements referenced from S.W. building corner. (4) Myers & Crow Company/ Mr. Richard Crow (1) Pritchard Associates/ Mr. Jim Pritchard (1) O'Brien & Associates/ Mr. Mick Granlund (1) Technistructures/Mr. Keith Leslie (1) McFadden & Miller/ Mr. Jon Jacobson (1) Halff Associates/Mr. Dave Littleton Submitted by: REED ENGINEERING GROUP, INC. Original Signed By Ronald F. Reed, P.E. BP/sa 2424 STUTZ DR.. SUITE 400- DALLAS, TX75235 · TEL[214] 350 5600 · FAX[214] 350 0019