Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Coppell Ind 2-LR040720
GEOTECHNICAL AND r~ JJ~J r--~ U J=~ ENVIRON r-I ENTAL CONSULTANTS REPORT OF FIELD DENSITY TESTS Tradepoint Distribution Center Phase 2 Earthwork Bethel Road Coppell, Texas REPORTED TO: Hillwood Fund No. 1, LP 5430 LBJ Freeway, Suite 800 Dallas, Texas 75240 ATTN: Mr. Albert Jarrell CONTRACTOR: Hillwood Construction Services Proctor ASTM No. Standard Description 1 D-698 Dark brown clay 2 D-698 Brown sandy clay 3 D-698 Dark brown clay 4 D-698 Yellow & light brown & gray clay w/calcareous nodules 5 D-698 Yellow & light brown sandy clay & shale w/calcareous nodules REPORT NO. 12 REPORT DATE: 07-20-04 REG PROJECT NO. 11300 TECHNICIAN: M. Lawson and M. Banchetti PAGE: 1 of 3 Optimum Maximum Moisture, % Density, PCF 19.1 100.7 20.2 103.3 19.1 103.5 19.7 102.6 17.5 105.8 Test Depth Below Final S. G. No. Date Location (feet) 147 06-23-04 Bldg Pad: 30'S, 30'W(1) 148 Bldg Pad: 200'S, 25'W(1) 149 Bldg Pad: 275'$, 25'W(1 ) 150 Bldg Pad: 30'S, 15'W(1) 151 Bldg Pad: 125'$, 40'W(1) 152 BIdg Pad: 40'S, 20'W(1 ) 153 Bldg Pad: 250'$, 40'W(1) 154 Bldg Pad: 75'S, 25'W(1) 155 Bldg Pad: 30'$, 45'W(1) 156 Bldg Pad: 130'S, 20'W(1) 157 BIdg Pad: 200'S, 40'W(1) 158 Bldg Pad: 260'S, 25'W(1) 159 Bldg Pad: 275'S, 25'W(1 ) 160 Bldg Pad: 200'S, 25'W(1 ) 161 Bldg Pad: 120'S, 25'W(1) 162 Bldg Pad: 30'S, 25'W(1) 163 Bldg Pad: 30'S, 10'W(1) 164 Bldg Pad: 100'S, 40'W(1) 165 Bldg Pad: 200'S, 15'W(1) 166 Bldg Pad: 275'S, 40'W(1 ) Field Field Density Moisture Proctor (pcf) (%) D 8.0 95.9 24.6 2 8.0 97.4 24.7 2 8.0 97.1 23.5 2 8.0 97.9 23.6 2 7.5 93.7 25.2 2 7.5 95.6 25.7 2 7.5 95.1 25.0 2 7.5 97.3 23.9 2 7.0 98.7 23.9 2 7.0 96.1 24.6 2 7.0 96.8 24.2 2 7.0 96.2 25.1 2 6.5 97.6 23.0 2 6.5 95.9 24.7 2 6.5 95.9 25.2 2 6.5 98.1 23.1 2 6.0 97.4 22.7 2 6.0 97.6 23.8 2 6.0 96.1 24.2 2 6.0 97.0 24.5 2 Compaction Level (%) 92.8 94.3 94.0 94.8 93.6 97.5 92.1 94.2 95.6 93.0 93.7 93.1 94.5 92.8 92.8 95.0 94.3 94.5 93.0 93.9 REPORT NO. 12 REPORT DATE: 07-20-04 REG PROJECT NO. 11300 PAGE: 2 of 3 Test No. Date Location 167 06-24-04 168 169 170 171 172 173 174 175 176 177 178 179 180 181 182 183 06-25-04 184 185 186 187 188 189 190 191 192 193 194 195 196 197 198 199 2OO 201 202 203 06-26-04 2O4 205 2O6 207 Bldg Pad: 25'S 15'W(1) Bldg Pad: 125'S 25'W(1) Bldg Pad: 200'S 40'W(1) Bldg Pad: 275'S 45'W(1) Bldg Pad: 275'S 30'W(1) Bldg Pad: 175'S 20'VV(1) Bldg Pad: 100'S 15'W(1) Bldg Pad: 40'S 25'W(1) Bldg Pad: 20'S 35'W(1) Bldg Pad: 120'S, 40'W(1) Bldg Pad: 190'S, 15'W(1) Bldg Pad: 280'S, 20'W(1 ) Bldg Pad: 280'S, 25'W(1) Bldg Pad: 200'S, 30'W(1) Bldg Pad: 125'S, 30'W(1) Bldg Pad: 50'S, 30'W(1) Bldg Pad: 25'S, 40'W(1) Bldg Pad: 250'S, 40'W(1) Bldg Pad: 100'S, 30'W(1) Bldg Pad: 200'S, 20'W(1) Bldg Pad: 25'S, 15'W(1) Bldg Pad: 125'S, 20'W(1) Bldg Pad: 200'S, 35'W(1) Bldg Pad: 260'S, 40'W(1) Bldg Pad: 550'S, 25'W(1) Bldg Pad: 450'S, 25'W(1) Bldg Pad: 400'S, 25'W(1) Bldg Pad: 360'S, 30'W(1) Bldg Pad: 350'S, 15'W(1) Bldg Pad: 450'S, 40'W(1) Bldg Pad: 525'S, 20'W(1) Bldg Pad: 580'S, 25'W(1) Bldg Pad: 350'S, 40'W(1) Bldg Pad: 425'S, 41'W(1) Bldg Pad: 500'S, 25'W(1) Bldg Pad: 575'S, 25'W(1) Bldg Pad: 425'S, 10'E(1) Bldg Pad: 500'S, 10'E(1) Bldg Pad: 425'S, 10'W(1) Bldg Pad: 500'S, 10'W(1) Bid9 Pad: 415'S, 10'E(1) Depth Below Final S. G. (feet) 5.5 5.5 5.5 5.5 5.0 5.0 5.0 5.0 4.5 4.5 4.5 4.5 4.0 4.0 4.0 4.0 3.5 3.5 3,5 3.5 3.0 3.0 3.0 3.0 11.5 11.5 11.5 11.5 11.0 11.0 11.0 11.0 10.5 10.5 10.5 10.5 8.0 8.0 8.0 8.0 7.5 Field Density (pcq 96.8 95.6 96.0 97,7 97.7 96.8 96.2 97.0 95.7 97.8 97,6 96.6 96.9 95.1 95.6 98.0 98.1 96.3 97.0 95.7 95.4 96.8 95.0 97.0 97.5 98.0 97.3 96.8 96.2 96.9 96.3 97.7 95.6 95.7 96.4 97.7 95.0 95.8 93,4 92.9 95.6 Field Moisture Proctor (%) D 24.3 25.0 25.3 23.7 24.6 24.5 25.5 24.7 25.1 22.8 24.2 24.5 23.8 25.6 25.7 24.0 22.8 24.6 24.1 25.2 25.0 24.9 24.2 23.5 23.0 23.1 24.3 25.0 25.5 24.8 25.0 23.2 25.1 22.5 23.6 24.0 23.2 24.5 23.9 24.2 24.0 Compaction Level (%) 2 93.7 2 92.7 2 92.9 2 94.6 2 94.6 2 93.7 2 93.1 2 93.9 2 92.6 2 94.7 2 94.5 2 93.5 2 93.8 2 92.1 2 92.5 2 94.9 2 95.0 2 93.2 2 93.9 2 92.6 2 92.4 2 93.7 2 92.0 2 93.9 2 94,4 2 94.9 2 94.2 2 93.7 2 93.1 2 93.8 2 93.2 2 94.6 2 92.5 2 92.6 2 93.3 2 94.6 I 94.3 4 93.4 1 92.8 1 92.3 1 94.9 REPORT NO. 12 REPORT DATE: 07-20-04 REG PROJECT NO. 11300 PAGE: 3 of 3 Test No. Date Location 208 06-26-04 Bldg Pad: 525'S 209 Bldg Pad: 420'S 210 Bldg Pad: 550'S 211 Bldg Pad: 400'S 212 Bldg Pad: 550'S 213 Bldg Pad: 375'S 214 BId~l Pad: 480'S, Field Field Density Moisture (pcf) (%) 10'E(1) 92.7 23.7 10'W(1) 93.5 23.3 10'W(1) 94.3 24.1 8'E(1 ) 99.2 21.3 8'E(1 ) 94.9 23.6 10'W(1 ) 95.6 22.7 10'W(1 ) 94.2 23.8 Depth Below Final S. G. (feet) 7.5 7.5 7.5 7.0 7.0 7.0 7.0 Pr~)tor C~OemvPe~ ~t,,/o~ n 1 92.1 1 92.9 I 93.6 4 96.7 1 94.2 1 94.9 1 93.5 Comments: Where tested, materials were in compliance with project specifications. Footnote: (1) Measurements referenced from N.E. corner of Building 1. Mail Distribution: (1) Hillwood Fund No. 1, LP/ Mr. Albert Jarrell (1) Hillwood Construction Services/ Mr. Ralph Rucker (1) R.G.A. Architects/Mr. Rick Gilliland (1) Halff Associates/ Mr. Stephen Crawford Submitted by: REED ENGINEERING GROUP, LTD. original Signed By Keith E. Atkins Manager, CMT BW/cn