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Coppell Industrial-LR010320
GEOTEChNICaL AND I~i I~l I~1 I I p ENViRONMENTaL CONSULTANTS REPORT OF FIELD DENSITY TESTS TradePoint One Bethel Road and Royal Lane Coppell, Texas REPORTED TO: CP-Coppell Industrial, Ltd. REPORT NO. 23 c/o Champion Partners, Ltd. REPORT DATE: 03-20-01 15601 Dallas Parkway, Suite 100 REG PROJECT NO. 7394 Addison, Texas 75001 TECHNICIAN: M. ,Silva ATTN: Mr. Kerry Burden PAGE: 1 of 3 CONTRACTOR: C.D. Henderson, Inc. Proctor ASTMI I 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 (%) 162 02-23-01 Sanitary Line: STA 1+50 6.0 87.1 25.4 1 95.1 163 Sanitary Line: STA 1 +50 5.0 87.5 25.3 1 95.6 164 Sanitary Line: STA 1+50 4.0 88.3 24.4 1 96.5 165 Sanitary Line: STA 1+50 3.0 88.9 24.8 1 97.1 166 Sanitary Line: STA 2+63 6.0 86.9 26.4 1 95.0 167 Sanitary Line: STA 2+63 5.0 86.9 25.9 1 95.0 168 Sanitary Line: STA 2+63 4.0 87.2 25.6 1 95.3 169 Sanitary Line: STA 2+63 3.0 89.9 24.7 1 98.2 170 Sanitary Line: STA 4+00 6.0 90.1 25.1 2 95.8 171 Sanitary Line: STA 4+00 5.0 92.3 24.8 2 98.1 ! 72 Sanitary Line: STA 4+00 4.0 91.9 24.0 2 97.7 173 Sanitary Line: STA 4+00 3.0 87.3 25.5 1 95.4 174 Water Line: 50'S, 40'E(2) 4.0 90.1 25.1 2 95.8 175 Water Line: 50'S, 40'E(2) 3.0 92.2 24.9 2 98.0 176 Water Line: 50'S, 190'E(2) 4.0 90.8 25.4 2 96.5 177 Water Line: 50'S, 190'E(2) 3.0 91.4 24.7 2 97.2 178 Water Line: 50'S, 340'E(2) 4.0 92.7 24.3 2 98.6 179 Water Line: 50'S, 340'E(2) 3.0 91.8 24.7 2 97.6 180 Sanitary Line: STA 5+50 6.0 87.1 25.8 1 95.1 181 Sanitary Line: STA 5+50 5.0 88.3 25.4 1 96.5 182 Sanitary Line: STA 5+50 4.0 87.9 25.9 1 96.0 183 Sanitary Line: STA 5+50 3.0 89.2 24.5 1 97.4 2424 STUTZ DR. · SUITE 400 · DALLAS. TX 75235 · TE_ [214] 350 5600 · FAX [214] 350 0019 RE'POR'I; NO. 23 REPORT DATE: 03-20-01 REG PROJECT NO. 7394 PAGE: 2 of 3 Depth Below Field Field Test Final S.G. Density Moisture Proctor Compaction No. Date Location {feet) (pcf) (%) ID Level (%) 184 02-23-01 Sanitary Line: STA 7+50 6.0 88.5 25.2 1 96.7 185 Sanitary Line: STA 7+50 5.0 87.3 26.5 1 95.4 186 Sanitary Line: STA 7+50 4.0 88.6 24.1 1 96.8 187 Sanitary Line: STA 7+50 3.0 89.7 24.9 1 98.0 188 Sanitary Line: STA 9+00 5.0 90.3 26.0 2 96.0 189 Sanitary Line: STA 9+00 4.0 92.5 24.5 2 98.4 190 Sanitary Line: STA 9+00 3.0 91.7 24.4 2 97.5 191 Sanitary Line: STA 10+50 5.0 87.6 26.2 I 95.7 192 Sanitary Line: STA 10+50 4.0 87.9 26.9 1 96.0 193 Sanitary Line: STA 10+50 3.0 89.7 24.7 1 98.2 194 Sanitary Line: STA 12+00 5.0 87.5 25.3 1 95.6 195 Sanitary Line: STA 12+00 4.0 88.8 24.9 1 97.0 196 Sanitary Line: STA 12+00 3.0 88.3 25.4 1 96.5 197 Sanitary Line: STA 13+50 5.0 87.0 25.9 I 95.0 198 Sanitary Line: STA 13+50 4.0 87.7 26.1 1 95.8 199 Sanitary Line: STA 13+50 3.0 90.1 24.5 1 98.4 200 Water Line: 50'N, 150'W(1) 3.0 87.1 25.8 1 95.1 201 Water Line: 50'N, 150'W(1 ) 2.0 88.2 25.6 1 96.3 202 Water Line: 50'N, 300'W(1 ) 3.0 88.4 25.3 1 96.6 203 Water Line: 50'N, 300'W(1) 2.0 89.9 24.7 I 98.2 204 Water Line: 50'N, 450'W(1 ) 3.0 88.6 25.1 1 96.1 205 Water Line: 50'N, 450'W(1 ) 2.0 87.5 26.1 1 95.6 206 Water Line: 30'S, 50'W(3) 3.0 89.6 24.0 I 97.9 207 Water Line: 30'S, 50'W(3) 2.0 90.1 24.5 1 98.4 208 Water Line: 180'S, 50'W(3) 3.0 86.5 26.4 1 94.5 209 Water Line: 180'S, 50'W(3) 2.0 87.3 25.5 1 95.4 210 Water Line: 330'S, 50'W(3) 3.0 91.2 24.5 1 99.6 211 Water Line: 330'S, 50'W(3) 2.0 88.7 25.0 1 96.9 212 Water Line: 480'S, 50'W(3) 3.0 86.9 26.0 1 94.9 213 Water Line: 480'S, 50'W(3) 2.0 89.2 24.5 1 97.4 214 Water Line: 630'S, 50'W(3) 3.0 90.2 24.4 1 98.5 215 Water Line: 630'S 50'W(3) 2.0 90.7 24.0 I 99.1 216 Water Line: 780'S 50'W(3) 3.0 87.2 25.6 1 95.3 217 Water Line: 780'8, 50'W(3) 2.0 88.5 26.3 1 96.7 218 Water Line: 930'S 50'W(3) 3.0 90.3 24.3 1 98.6 219 Water Line: 930'S 50'W(3) 2.0 88.9 24.8 1 97.1 220 02-26-01 Bldg Pad: 50'S, 300'W(1) 1.0 85.1 26.1 1 93.0 221 Bldg Pad: 170'S, 300'W(1) 1.0 86.5 24.4 1 94.5 222 Bldg Pad: 290'S, 300'W(1) 1.0 84.9 25.5 1 92.7 223 Bldg Pad: 410'S, 300'W(1) 1.0 85.4 24.8 1 93.3 RI~POR~' NO. 23 REPORT DATE: 03-20-01 REG PROJECT NO. 7394 PAGE: 3 of 3 Depth Below Field Field Test Final S.G. Density Moisture Proctor Compaction No. Date Location (feet) (pcf) (%) ID Level (%) 224 02-26-01 Bldg Pad: 530'S, 300'W(1) 1.0 84.9 27.2 1 92.7 225 Bldg Pad: 530'S, 250'W(1 ) 1.0 88.3 24.9 1 96.5 226 Bldg Pad: 410'S, 250'W(1) 1.0 85.5 26.3 1 93.4 227 Bldg Pad: 290'S, 250'W(1) 1.0 86.3 25.8 1 94.3 228 Bldg Pad: 170'S, 250'W(1) 1.0 98.3 21.3 3 92.7 229 Bldg Pad: 50'S, 250'W(1) 1.0 90.4 24.8 2 96.1 230 Bldg Pad: 50'S, 200'W(1) 1.0 89.8 25.0 2 95.5 231 B!dg Pad: 170%, 200'W(!) 1.0 91.6 24.3 2 97.4 232 Bldg Pad: 290'S, 200'W(1) 1.0 101.4 19.5 3 95.6 233 Bldg Pad: 410'S, 200'W(1) 1.0 85.0 26.8 1 92.8 234 Bldg Pad: 530'S, 200'W(1) 1.0 100.6 19.8 3 94.9 235 Bldg Pad: 530'S, 150'W(1) 1.0 99.3 20.4 3 93.6 236 Bldg Pad: 410'S, 150'W(1) 1.0 102.1 18.7 3 96.3 237 Bldg Pad: 290'S, 150'W(1 ) 1.0 85.6 26.3 1 93.5 238 Bldg Pad: 170'S, 150'W(1) 1.0 87.4 25.8 1 95.5 239 Bldg Pad: 50'S? 150'W(1) 1.0 86.5 26.1 1 94.5 Comments: Where tested, materials were in compliance with project specifications. Footnotes: (1) Measurements referenced from N.E. building corner. (2) Measurements referenced from S.W. building corner. (3) Measurements referenced from N.W. building corner. 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 KA/cg (1) Haynes Whayley Associates, Inc./ Mr. Kent Penrod (1) City of Coppell/Mr. Larry Davis (1) City of Coppell/Mr. Lee Stone · " GEOT£CHNICALAND G F~J r--i I I p ENV'RONMENTAL CONSULTANTS : PRE-CONSTRUCTION MOISTURE EVALUATION TradePoint One Bethel Road and Royal Lane Coppell, Texas REPORTED TO: CP-Coppell Industrial, Ltd. REPORT NO. 26 c/o Champion Partners, Ltd. REPORT DATE: 03-20-01 15601 Dallas Parkway, Suite 100 REG PROJECT NO. 7394 Addison, Texas 75001 PAGE: 1 of 3 ATTN: Mr. Kerry Burden CONTRACTOR: C.D. Henderson, Inc. AREA REPRESENTED: Entire Building Pad Dates Depth I B°rint Number/P°cket ien Sampled (feet) W-1 W-2 | W-3 W-4 W-5 W-6 W-7 03-03-01 0.0- 1.0 1.2 1.0 0.75 0.75 2.5 1.5 1.75 to 03-06-01 1.0 - 2.0 2.2 2.0 1.75 1.0 3.5 1.7 2.0 2.0- 3.0 2.7 0.75 3.75 0.5 4.5++ 1.7 1.25 3.0- 4.0 4.5+ 2.0 3.0 1.5 4.3 1.5 2.75 4.0- 5.0 3.0 4.5 4.5++ 1.0 4.5+ 1.7 0.8 5.0- 6.0 4.5++ 4.5++ 4.5++ 4.5++ 4.5++ 3.2 4.5++ 6.0- 7.0 4.5++ 4.5++ 4.5++ 4.5++ 4.5++ 4.5++ 4.5++ 7.0- 8.0 4.5++ 4.5++ 4.5++ 4.5++ 4.5++ 4.5++ 4.5++ 8.0- 9.0 4.5++ 4.5++ 4.5++ 4.5++ 4.5++ 4.5++ 4.5++ 9.0- 10.0 4.5+ 4.5++ 4.5++ 4.5++ 4.5++ 4.5++ 4.5++ Dates Depth Borint Number/Pocket Pen I Sampled (feet) W-8 W-9 / W-10 W-ll W-12 W-13 W-14 03-03-01 0.0- 1.0 3.25 4.5 1.5 0.5 0.75 2.0 2.0 to 03-06-01 1.0 - 2.0 2.0 4.5+ 1.5 2.0 0.75 2.7 1.8 2.0- 3.0 4.5++ 2.5 0.8 4.5+ 0.75 4.5++ 1.5 3.0- 4.0 3.5 4.5++ 2.75 3.0 4.5++ 4.5++ 2.5 4.0- 5.0 2.0 4.5++ 2.5 1.75 4.5++ 4.5++ 4.5+ 5.0- 6.0 4.5++ 4.5++ 2.75 4.5++ 4.5++ 4.5++ 2.2 6.0- 7.0 4.5++ 4.5++ 4.0 4.5++ 4.5++ 4.5++ 4.5++ 7.0- 8.0 4.5++ 4.5++ 4.5++ 4.5++ 4.5++ 4.5++ 4.5++ 8.0- 9.0 4.5++ 4.5++ 4.5++ 4.5++ 4.5++ 4.5++ 4.5+ 9.0- 10.0 4.5++ 4.0 4.5+ 4.5++ 4.5++ 4.5++ 4.5+ 2424 STUTZ DR · SUITE 400 · DALLAS. TX 75235 · ~_=_ [214] 350 5600 · F~X [214] 350 0019 REPOR'F NO. 26 REPORT DATE: 03-20-01 REG PROJECT NO. 7394 PAGE: 2 of 3 Dates Depth Borint Number/Pocket Pen I Sampled (feet) W-15 W-16 | W-17 W-18 W-19 W-20 W-21 03-03-01 0.0- 1.0 1.75 1.0 2.5 4.2 2.75 1.0 2.7 to 03-06-01 1.0 - 2.0 1.75 1.75 3.7 2.5 3.5 2.5 4.5+ 2.0- 3.0 2.75 1.25 4.5++ 4.5+ 3.25 1.0 4.5+ 3.0- 4.0 3.0 3.75 4.5++ 4.5+ 3.75 0.75 4.5++ 4.0- 5.0 4.5 4.5++ 4.5++ 4.5+ 4.5++ 4.5 4.5++ 5.0- 6.0 3.5 4.5++ 4.5++ 4.5+ 4.5++ 4.5++ 4.5++ 6.0- 7.0 4.5++ 4.5++ 4.5++ 4.5++ 4.5++ 4.5++ 4.5++ 7.0- 8.0 4.5++ 4.5++ 4.5++ 4.5+ 4.5++ 4.5++ 4.5++ 8.0- 9.0 4.5++ 4.5++ 4.5++ 4.5+ 4.5++ 4.5 4.5++ 9.0- 10.0 4.5++ 4.5++ 4.5++ 4.5+ 4.5++ 4.5++ 4.5+ Dates I Depth I Sampled (feet) W-22 W-23 W-24 W-25 W-26 W-27 W-28 03-03-01 0.0- 1.0 0.75 1.25 2.5 2.8 1.75 1.5 1.0 to 03-06-01 1.0 - 2.0 1.75 0.75 1.75 4.5++ 4.5++ 2.75 2.0 2.0- 3.0 1.5 0.5 1.5 4.5++ 4.5++ 2.0 2.0 3.0- 4.0 4.5++ 0.75 1.25 4.5++ 4.5++ 1.25 2.75 4.0- 5.0 4.5++ 2.0 4.0 4.5++ 4.5++ 1.25 4.5++ 5.0- 6.0 4.5++ 1.25 4.5++ 4.5++ 4.5++ 3.75 4.5++ 6.0- 7.0 4.5++ 1.25 4.5++ 4.5++ 4.5++ 3.0 4.5++ 7.0- 8.0 4.5++ 3.5 4.5++ 4.5++ 4.5++ 4.5+ 4.5++ 8.0- 9.0 4.5++ 4.5++ 4.5++ 4.5+ 4.5++ 4.5++ 4.5++ 9.0 - 10.0 4.5++ 4.5++ 4.5++ 4.5+ 4.5++ 4.5++ 4.5+ Dates Depth I Sampled (feet) W-29 W-30 W-31 W-32 03-03-01 0.0- 1.0 2.5 1.25 2.0 2.0 to 03-06-01 1.0 - 2.0 4.5++ 2.5 2.5 1.75 2.0- 3.0 4.5++ 4.5++ 4.5++ 4.5+ 3.0- 4.0 4.5++ 4.5++ 4.5++ 3.0 4.0- 5.0 4.5++ 4.5++ 4.5++ 4.5+ 5.0- 6.0 4.5++ 4.5++ 4.5++ 4.5+ 6.0- 7.0 4.5++ 4.5++ 4.5++ 4.5+ 7.0- 8.0 4.5++ 4.5++ 4.5++ 4.5+ 8.0- 9.0 4.5+ 4.5++ 4.5++ 4.5+ 9.0- 10.0 4.5+ 4.5++ 4.5++ 4.5+ Comments: Borings obtained prior to construction. Based on the test results, the pad should be pre-swelled in accordance with the geotechnical report. A minimum of three passes should be anticipated.