Loading...
Coppell Industrial-LR010319 GEO-ECHNICALAND I~ F~I I'-I I I F~ ENVlRONME~-AL CONSULTANTS REPORT OF FIELD DENSITY TESTS TradePoint One Bethel Road and Royal Lane Coppell, Texas REPORTED TO: CP-Coppell Industrial, Ltd. REPORT NO. 27 c/o Champion Partners, Ltd. REPORT DATE: 03-19-01 15601 Dallas Parkway, Suite 100 REG PROJECT NO. 7394 Addison, Texas 75001 TECHNICIAN: M. Silva A'I'TN: Mr. Kerry Burden PAGE: 1 of 1 CONTRACTOR: C.D. Henderson, Inc. Proctor ASTM Optimum Maximum No. Standard Description Moisture, % Density, PCF 1 D-698 Dark brown clay 23.5 91.5 2 D-698 Brown & light brown clay 23.0 94.0 3 D-698 Brown and tan clay 17.0 106.0 Depth Below Field Field Test Final S. G. Density Moisture Proctor Compaction No. Date Location (feet) (pcf) (%) ID Level (%) 240 03-14-01 Bldg Pad: 100'N, 200'W(1) 3.0 99.3 21.4 3 93.6 241 Bldg Pad: 50'N, 150'W(1) 2.0 100.5 20.5 3 94.8 242 Bldg Pad: 230'N, 20'W(1) 3.0 86.1 26.8 1 94.0 243 Bldg Pad: 280'N, 70'W(1) 3.0 85.5 27.0 1 93.4 244 Bldg Pad: 240'N, 140'W(1) 3.0 86.8 25.0 1 94.8 245 Bldg Pad: 290'N, 180'W(1) 3.0 85.1 27.3 1 93.0 246 Bldg Pad: 50'N, 220'W(1) 3.0 87.3 25.3 I 95.4 247 Bldg Pad: 300'N, 270'W(1) 3.0 87.9 25.0 1 96.0 248 Bldg Pad: 220'N, 300'W(1) 3.0 84.6 27.5 1 92.7 249 Bldg Pad: 270'N, 370'W(1 ) 3.0 88.1 26.4 1 96.2 250 Bldg Pad: 210'N, 400'W(1) 3.0 85.9 26.4 1 93.8 251 Bldg Pad: 280'N, 450'W(1) 3.0 86.4 26.5 1 94.4 Comments: Where tested, materials were in compliance with project specifications. Footnote: (1) Measurements referenced from S.E. corner of building pad. Mail Submitted by: Distribution: (1) Champion Partners, Ltd./ Mr. Kerry Burden REED ENGINEERING GROUP, INC. (1) C.D.Henderson, Inc./ Mr. Jason Nunley Original Signed By (1) AECC, Inc./Mr. Fran Carter (1) Meinhardt & Quintana/ Ronald F. Reed, P.E. Mr. David Meinhardt BW/cg (1) Haynes Whayley Associates, Inc./ Mr. Kent Penrod (1) City of Coppetl/Mr. Larry Davis (1) City of Coppell/Mr. Lee Stone 24.24 STUTZ DR. · SUITE 400 · DALLAS. TX 75235 ,, -=__ [214] 350 5600 · =AX [214] 350 0019