Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Park West CC(12)-LR010626
GEOTECHNICAL AND ENVIRONMENTAL CONSULTANTS REPORTED TO: CONTRACTOR: REPORT OF FIELD DENSITY TESTS Parkwest Commerce Center - Building 5 Enterprise and Wrangler Pritchard Associates 2501 State Street Dallas, Texas 75201 ATTN: Mr. Roger Dahlin Coppell, Texas McFadden & Miller REPORT NO. 37 REPORT DATE: 06-26-01 REG PROJECT NO. 7479 TECHNICIAN: M. Banchetti & M. Silva PAGE: 1 of 1 Proctor ASTM Optimum I Maximum No. Standard Description Moisture, %I Density, PCF 1 D-698 Dark grayish brown clay (lime-treated) 22.5 94.5 lA D-698 Dark brown clay 24.0 93.5 2 D-698 Dark brown clay w(kiln dust-treated) 29.0 84.5 3 D-698 Yellow brown and dark brown clay 30.0 84.5 Depth Below Field Field Test Final S.G. Density Moisture Proctor Compaction No. Date Location (feet) (pcf) ( %) ID Level (%) 44 06-06-01 Leaveout: 40'N, 2'E(1) 0.5 91.7 26.3 lA 98.1 45 Leaveout: 150'N, 2'E(1) 0.5 91.3 26.5 lA 97.6 46 Leaveout: 220'N, 2'E(1) 0.5 91.5 25.9 lA 97.9 47 Leaveout: 378'N, 35'E(1) 0.5 90.7 25.0 lA 97.1 48 Leaveout: 355'N, 98'E(1) 0.5 92.0 25.2 lA 98.4 49 Leaveout: 240'N, 98'E(1) 0.5 91.1 25.4 lA 97.4 50 Leaveout: 150'N, 98'E(1) 0.5 91.9 25.1 lA 98.3 51 Leaveout: 2'N, 50'E(1) 0.5 90.5 25.3 lA 96.8 52 06-07-01 Leaveout: 50'N, 3'E(1) 0.0 89.3 25.1 lA 95.5 53 Leaveout: 320'W, 3'E(1) 0.0 88.9 26.7 lA 95.0 54 Leaveout: 375'N, 50'E(1) 0.0 91.1 25.4 lA 97.4 55 Leaveout: 310'N, 198'E(1 ) 0.0 89.5 26.3 lA 95.7 56 Leaveout: 110'N, 198'E(1 ) 0.0 89.9 25.1 lA 96.1 57 Leaveout: 5'N, 75'E(1) 0.0 90.2 25.8 lA 96.4 Comments: Where tested, materials were in compliance with project specifications. (1) Measurements referenced from S.W. building corner. Footnote: Mail Distribution: (1) Pritchard Associates/ Mr. Roger Dahlin (1) ©'Brien & Associates/ Mr. Mick Granlund (1) Technistructures/Mr. Keith Leslie (1) McFadden & Miller, Inc./ Mr. Jon Jacobson (1) Halff Associates/Mr. Dave Littleton (1) 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. BW/je 2424 STUTZ DR. · SUITE 400 · DALLAS, TX 75235 * TEL [214] 350 5600 · FAX [214] 350 0019