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Coppell Ind 2-LR130228
REPORT OF FIELD DENSITY TESTS Tradepoint Center II Creekview Road & Freeport Parkway Coppell, Texas REPORTED TO:REPORT NO. Hillwood 183 3090 Olive Street, Suite 300 REPORT DATE: 02-28-13 Dallas, Texas 75219 REG PROJECT NO. 18520 ATTN: Mr. Kerry Roetzel TECHNICIAN: J. Bowers PAGE: 1 of 3 CONTRACTOR: Hillwood Construction Services ProctorASTMOptimumMaximum No.StandardDescriptionMoisture, % Density, PCF 1 D-698 Dark brown clay 20.6 101.0 Light gray clay w/trace reddish brown sandy 2D-698clay 20.4100.7 Dark brown, light gray & reddish brown sandy 3D-698clay 19.9102.5 4 D-698 Reddish brown & light gray sandy clay 19.9 101.6 5 D-4254 Reddish brown sand with some small gravel Min. 81.2 D-4253Max. 105.7 6 D-698 Dark brown clay (lime-treated) 21.3 99.5 7 D-698 Light brown clay (lime-treated) 24.3 94.7 8 D-698 Dark gray & dark brown clay (lime-treated) 28.0 86.2 9 D-698 Dark yellowish brown sandy clay w/calcareous 21.1 100.8 nodules Depth Below FieldField TestFinal S. G. Density MoistureProctorCompaction No.DateLocation(feet)(pcf) (%) IDLevel (%) 4309 02-25-13 Building Pad: 1425‘N, 25‘W(1) 9.5 95.7 22.0 1 94.8 4310 Building Pad: 1430‘N, 30‘W(1) 9.0 94.5 22.9 1 93.6 4311 Building Pad: 1420‘N, 35‘W(1) 8.5 95.2 22.5 1 94.3 4312 Building Pad: 1435‘N, 40‘W(1) 8.0 93.9 24.2 1 93.0 4313 Building Pad: 1425‘N, 100‘W(1) 9.5 94.1 23.8 1 93.2 4314 Building Pad: 1420‘N, 105‘W(1) 9.0 93.5 24.5 1 92.6 4315 Building Pad: 1420‘N, 110‘W(1) 8.5 95.2 23.0 1 94.3 4316 Building Pad: 1430‘N, 100‘W(1) 8.0 95.8 22.1 1 94.9 4317 Building Pad: 1425‘N, 200‘W(1) 9.5 96.5 21.7 1 95.5 4318 Building Pad: 1420‘N, 205‘W(1) 9.0 96.0 21.9 1 95.0 4319 Building Pad: 1425‘N, 210‘W(1) 8.5 95.4 22.5 1 94.5 4320 Building Pad: 1430‘N, 215‘W(1) 8.0 94.5 23.1 1 93.6 4321 Building Pad: 1425‘N, 300‘W(1) 9.5 93.3 24.7 1 92.4 4322 Building Pad: 1430‘N, 305‘W(1) 9.0 93.9 24.0 1 93.0 4323 Building Pad: 1435‘N, 310‘W(1) 8.5 94.6 23.4 1 93.7 4324 Building Pad: 1430‘N, 300‘W(1) 8.0 95.7 22.5 1 94.8 4325 Building Pad: 1425‘N, 400‘W(1) 9.5 95.0 22.8 1 94.1 4326 Building Pad: 1420‘N, 405‘W(1) 9.0 94.3 22.9 1 93.4 2424 STUTZ DR. SUITE 400 DALLAS, TX 75235 [214] 350 5600 [214] 350 0019 TELFAX REPORT NO. 183 REPORT DATE: 02-28-13 REG PROJECT NO. 18520 PAGE: 2 of 3 Depth Below FieldField TestFinal S. G. Density MoistureProctorCompaction No.DateLocation(feet)(pcf) (%) IDLevel (%) 4327 02-25-13 Building Pad: 1420‘N, 415‘W(1) 8.5 95.1 22.1 1 94.2 4328 Building Pad: 1430‘N, 400‘W(1) 8.0 93.8 23.5 1 92.9 4329 Building Pad: 1425‘N, 510‘W(1) 9.5 94.0 22.7 1 93.1 4330 Building Pad: 1430‘N, 515‘W(1) 9.0 95.5 22.0 1 94.6 4331 Building Pad: 1420‘N, 520‘W(1) 8.5 96.2 21.7 1 95.2 4332 Building Pad: 1430‘N, 525‘W(1) 8.0 95.3 22.4 1 94.4 4333 Building Pad: 1475‘N, 50‘W(1) 9.5 94.8 23.9 9 94.0 4334 Building Pad: 1480‘N, 55‘W(1) 9.0 95.2 23.0 9 94.4 4335 Building Pad: 1470‘N, 45‘W(1) 8.5 93.9 24.5 9 93.2 4336 Building Pad: 1485‘N, 40‘W(1) 8.0 95.5 22.8 9 94.7 4337 Building Pad: 1475‘N, 150‘W(1) 9.5 96.0 22.2 9 95.2 4338 Building Pad: 1480‘N, 155‘W(1) 9.0 94.7 23.1 9 93.9 4339 Building Pad: 1470‘N, 160‘W(1) 8.5 93.3 24.9 9 92.6 4340 Building Pad: 1485‘N, 150‘W(1) 8.0 94.5 23.2 9 93.8 4341 Building Pad: 1475‘N, 250‘W(1) 9.5 95.4 22.4 9 94.6 4342 Building Pad: 1480‘N, 245‘W(1) 9.0 94.9 22.9 9 94.1 4343 Building Pad: 1470‘N, 255‘W(1) 8.5 93.9 24.3 9 93.2 4344 Building Pad: 1475‘N, 260‘W(1) 8.0 95.1 23.0 9 94.3 4345 Building Pad: 1475‘N, 350‘W(1) 9.5 94.5 23.9 9 93.8 4346 Building Pad: 1480‘N, 355‘W(1) 9.0 95.6 22.3 9 94.8 4347 Building Pad: 1470‘N, 360‘W(1) 8.5 94.9 22.8 9 94.1 4348 Building Pad: 1475‘N, 365‘W(1) 8.0 94.2 23.3 9 93.5 4349 Building Pad: 1475‘N, 450‘W(1) 9.5 94.6 22.7 9 93.8 4350 Building Pad: 1480‘N, 455‘W(1) 9.0 95.8 22.2 9 95.0 4351 Building Pad: 1485‘N, 460‘W(1) 8.5 93.8 24.5 9 93.1 4352 Building Pad: 1470‘N, 450‘W(1) 8.0 93.0 24.8 9 92.3 4353 Building Pad: 1475‘N, 550‘W(1) 9.5 94.2 24.0 9 93.5 4354 Building Pad: 1480‘N, 545‘W(1) 9.0 95.2 23.3 9 94.4 4355 Building Pad: 1475‘N, 560‘W(1) 8.5 94.0 24.1 9 93.3 4356 Building Pad: 1480‘N, 555‘W(1) 8.0 93.9 23.5 9 93.2 4357 Sanitary Line C: STA 9+50 3.0 96.2 22.1 1 95.2 4358 Sanitary Line C: STA 9+51 2.0 96.9 21.9 1 95.9 4359 Sanitary Line C: STA 9+52 1.0 96.5 22.3 1 95.5 4360 Sanitary Line C: STA 9+53 0.0 97.2 21.7 1 96.2 4361 Sanitary Line C: STA 11+00 4.0 97.5 22.1 3 95.1 4362 Sanitary Line C: STA 11+01 3.0 98.1 21.8 3 95.7 4363 Sanitary Line C: STA 11+02 2.0 97.9 22.0 3 95.5 4364 Sanitary Line C: STA 11+03 1.0 98.5 21.3 3 96.1 4365 Sanitary Line C: STA 11+04 0.0 98.9 21.0 3 96.5 4366 Sanitary Line C: STA 12+50 2.5 97.8 21.5 3 95.4 4367 Sanitary Line C: STA 12+51 1.5 98.2 21.2 3 95.8 REPORT NO. 183 REPORT DATE: 02-28-13 REG PROJECT NO. 18520 PAGE: 3 of 3 Depth Below FieldField TestFinal S. G. Density MoistureProctorCompaction No.DateLocation(feet)(pcf) (%) IDLevel (%) 4368 02-25-13 Sanitary Line C: STA 12+52 0.5 98.1 21.0 3 95.7 4369 Sanitary Line C: STA 12+53 0.0 99.0 20.9 3 96.6 Comments: Where tested, materials were in compliance with project specifications. Footnotes: (1) Measurements referenced from SE building corner. Submitted by: E-Mail Distribution: (1) Hillwood/Mr. Kerry Roetzel REED ENGINEERING GROUP, LTD. (1) Hillwood Construction Services/ Registration Number F-3114 Mr. Gary Jones (1) Halff Associates/Mr. Stephen Crawford (1) Halff Associates/Mr. Lance Clinton (1) Macgregor Associates/ Mr. Thomas Holland Bill Woolwine (1) Macgregor Associates/ Sr. Manager, CMT Mr. Lee Rader BW/cdl (1) City of Coppell/Mr. Lee Stone (1) City of Coppell/Mr. Michael Arellano (1) City of Coppell/Mr. Rick O’Dell REPORT OF FIELD DENSITY TESTS Tradepoint Center II Creekview Road & Freeport Parkway Coppell, Texas REPORTED TO:REPORT NO. Hillwood 174 3090 Olive Street, Suite 300 REPORT DATE: 02-28-13 Dallas, Texas 75219 REG PROJECT NO. 18520 ATTN: Mr. Kerry Roetzel TECHNICIAN: J. Bowers PAGE: 1 of 3 CONTRACTOR: Hillwood Construction Services ProctorASTMOptimumMaximum No.StandardDescriptionMoisture, % Density, PCF 1 D-698 Dark brown clay 20.6 101.0 Light gray clay w/trace reddish brown sandy 2D-698clay 20.4100.7 Dark brown, light gray & reddish brown sandy 3D-698clay 19.9102.5 4 D-698 Reddish brown & light gray sandy clay 19.9 101.6 5 D-4254 Reddish brown sand with some small gravel Min. 81.2 D-4253Max. 105.7 6 D-698 Dark brown clay (lime-treated) 21.3 99.5 7 D-698 Light brown clay (lime-treated) 24.3 94.7 8 D-698 Dark gray & dark brown clay (lime-treated) 28.0 86.2 9 D-698 Dark yellowish brown sandy clay w/calcareous 21.1 100.8 nodules Depth Below FieldField TestFinal S. G. Density MoistureProctorCompaction No.DateLocation(feet)(pcf) (%) IDLevel (%) 4126 02-22-13 Building Pad: 1325‘N, 25‘W(1) 6.0 94.2 23.8 1 93.3 4127 Building Pad: 1330‘N, 30‘W(1) 5.5 94.5 23.2 1 93.6 4128 Building Pad: 1320‘N, 20‘W(1) 5.0 95.1 22.8 1 94.2 4129 Building Pad: 1335‘N, 35‘W(1) 4.5 95.9 21.9 1 95.0 4130 Building Pad: 1325‘N, 100‘W(1) 6.0 95.4 22.1 1 94.5 4131 Building Pad: 1330‘N, 105‘W(1) 5.5 94.7 22.9 1 93.8 4132 Building Pad: 1320‘N, 95‘W(1) 5.0 95.3 22.3 1 94.4 4133 Building Pad: 1330‘N, 100‘W(1) 4.5 93.5 24.0 1 92.6 4134 Building Pad: 1325‘N, 200‘W(1) 6.0 93.9 23.8 1 93.0 4135 Building Pad: 1330‘N, 210‘W(1) 5.5 93.1 24.5 1 92.2 4136 Building Pad: 1320‘N, 200‘W(1) 5.0 95.1 22.9 1 94.2 4137 Building Pad: 1335‘N, 210‘W(1) 4.5 94.8 23.3 1 93.9 4138 Building Pad: 1325‘N, 300‘W(1) 6.0 95.8 22.3 1 94.9 4139 Building Pad: 1330‘N, 305‘W(1) 5.5 96.2 21.8 1 95.2 4140 Building Pad: 1320‘N, 310‘W(1) 5.0 95.5 22.4 1 94.6 4141 Building Pad: 1330‘N, 315‘W(1) 4.5 95.0 22.7 1 94.1 4142 Building Pad: 1325‘N, 400‘W(1) 6.0 96.0 21.9 1 95.0 4143 Building Pad: 1320‘N, 405‘W(1) 5.5 95.6 22.5 1 94.7 2424 STUTZ DR. SUITE 400 DALLAS, TX 75235 [214] 350 5600 [214] 350 0019 TELFAX REPORT NO. 17402-28-13 REPORT DATE: 02-28-13 REG PROJECT NO. 18520 PAGE: 2 of 3 Depth Below FieldField TestFinal S. G. Density MoistureProctorCompaction No.DateLocation(feet)(pcf) (%) IDLevel (%) 4144 02-22-13 Building Pad: 1325‘N, 395‘W(1) 5.0 94.9 23.1 1 94.0 4145 Building Pad: 1335‘N, 410‘W(1) 4.5 95.2 22.6 1 94.3 4146 Building Pad: 1325‘N, 515‘W(1) 6.0 96.0 21.9 1 95.0 4147 Building Pad: 1330‘N, 520‘W(1) 5.5 94.8 23.7 1 93.9 4148 Building Pad: 1320‘N, 510‘W(1) 5.0 94.3 24.0 1 93.4 4149 Building Pad: 1325‘N, 520‘W(1) 4.5 94.9 23.3 1 94.0 4150 Building Pad: 1375‘N, 50‘W(1) 6.0 93.8 24.2 1 92.9 4151 Building Pad: 1380‘N, 55‘W(1) 5.5 93.3 24.5 1 92.4 4152 Building Pad: 1370‘N, 45‘W(1) 5.0 94.5 23.1 1 93.6 4153 Building Pad: 1375‘N, 55‘W(1) 4.5 95.6 22.5 1 94.7 4154 Building Pad: 1375‘N, 150‘W(1) 6.0 96.2 21.8 1 95.2 4155 Building Pad: 1370‘N, 145‘W(1) 5.5 95.3 22.1 1 94.4 4156 Building Pad: 1380‘N, 155‘W(1) 5.0 95.8 21.9 1 94.9 4157 Building Pad: 1385‘N, 160‘W(1) 4.5 96.3 21.7 1 95.3 4158 Building Pad: 1375‘N, 250‘W(1) 6.0 95.5 22.4 1 94.6 4159 Building Pad: 1380‘N, 245‘W(1) 5.5 94.7 23.0 1 93.8 4160 Building Pad: 1370‘N, 255‘W(1) 5.0 94.8 23.1 1 93.9 4161 Building Pad: 1380‘N, 260‘W(1) 4.5 95.3 22.4 1 94.4 4162 Building Pad: 1375‘N, 350‘W(1) 6.0 96.0 21.8 1 95.0 4163 Building Pad: 1380‘N, 355‘W(1) 5.5 95.5 22.3 1 94.6 4164 Building Pad: 1370‘N, 345‘W(1) 5.0 94.4 23.5 1 93.5 4165 Building Pad: 1380‘N, 360‘W(1) 4.5 94.0 24.0 1 93.1 4166 Building Pad: 1375‘N, 450‘W(1) 6.0 93.8 23.4 1 92.9 4167 Building Pad: 1380‘N, 455‘W(1) 5.5 93.3 24.3 1 92.4 4168 Building Pad: 1375‘N, 450‘W(1) 5.0 94.7 23.6 1 93.8 4169 Building Pad: 1385‘N, 460‘W(1) 4.5 95.4 22.9 1 94.5 4170 Building Pad: 1375‘N, 550‘W(1) 6.0 95.9 22.0 1 95.0 4171 Building Pad: 1380‘N, 540‘W(1) 5.5 96.2 21.7 1 95.2 4172 Building Pad: 1385‘N, 560‘W(1) 5.0 96.5 21.9 1 95.5 4173 Building Pad: 1370‘N, 555‘W(1) 4.5 95.1 22.6 1 94.2 4174 Building Pad: 1175‘N, 50‘W(1) 0.0 94.9 21.7 6 95.4 4175 Building Pad: 1175‘N, 150‘W(1) 0.0 95.2 21.3 6 95.7 4176 Building Pad: 1175‘N, 250‘W(1) 0.0 95.6 21.2 6 96.1 4177 Building Pad: 1175‘N, 350‘W(1) 0.0 95.4 21.1 6 95.9 4178 Building Pad: 1180‘N, 450‘W(1) 0.0 96.5 20.9 6 97.0 4179 Building Pad: 1185‘N, 550‘W(1) 0.0 95.6 21.4 6 96.1 4180 Sanitary Line C: STA 5+00 5.0 96.2 22.1 1 95.2 4181 Sanitary Line C: STA 5+01 4.0 96.8 21.8 1 95.8 4182 Sanitary Line C: STA 5+02 3.0 96.5 22.0 1 95.5 4183 Sanitary Line C: STA 5+03 2.0 97.0 21.7 1 96.0 4184 Sanitary Line C: STA 5+04 1.0 97.4 21.8 1 96.4 4185 Sanitary Line C: STA 5+05 0.0 97.3 22.0 1 96.3 4186 Sanitary Line C: STA 6+50 4.0 96.1 22.5 1 95.1 4187 Sanitary Line C: STA 6+51 3.0 96.8 21.9 1 95.8 4188 Sanitary Line C: STA 6+52 2.0 96.6 22.1 1 95.6 REPORT NO. 17402-28-13 REPORT DATE: 02-28-13 REG PROJECT NO. 18520 PAGE: 3 of 3 Depth Below FieldField TestFinal S. G. Density MoistureProctorCompaction No.DateLocation(feet)(pcf) (%) IDLevel (%) 4189 02-22-13 Sanitary Line C: STA 6+53 1.0 96.9 21.9 1 95.9 4190 Sanitary Line C: STA 6+54 0.0 97.2 21.7 1 96.2 Comments: Where tested, materials were in compliance with project specifications. Footnotes: (1) Measurements referenced from SE building corner. Submitted by: E-Mail Distribution: (1) Hillwood/Mr. Kerry Roetzel REED ENGINEERING GROUP, LTD. (1) Hillwood Construction Services/ Registration Number F-3114 Mr. Gary Jones (1) Halff Associates/Mr. Stephen Crawford (1) Halff Associates/Mr. Lance Clinton (1) Macgregor Associates/ Mr. Thomas Holland Bill Woolwine (1) Macgregor Associates/ Sr. Manager, CMT Mr. Lee Rader BW/cdl (1) City of Coppell/Mr. Lee Stone (1) City of Coppell/Mr. Michael Arellano (1) City of Coppell/Mr. Rick O’Dell REPORT OF FIELD DENSITY TESTS Tradepoint Center II Creekview Road & Freeport Parkway Coppell, Texas REPORTED TO:REPORT NO. Hillwood 178 3090 Olive Street, Suite 300 REPORT DATE: 02-28-13 Dallas, Texas 75219 REG PROJECT NO. 18520 ATTN: Mr. Kerry Roetzel TECHNICIAN: J. Bowers PAGE: 1 of 3 CONTRACTOR: Hillwood Construction Services ProctorASTMOptimumMaximum No.StandardDescriptionMoisture, % Density, PCF 1 D-698 Dark brown clay 20.6 101.0 Light gray clay w/trace reddish brown sandy 2D-698clay 20.4100.7 Dark brown, light gray & reddish brown sandy 3D-698clay 19.9102.5 4 D-698 Reddish brown & light gray sandy clay 19.9 101.6 5 D-4254 Reddish brown sand with some small gravel Min. 81.2 D-4253Max. 105.7 6 D-698 Dark brown clay (lime-treated) 21.3 99.5 7 D-698 Light brown clay (lime-treated) 24.3 94.7 8 D-698 Dark gray & dark brown clay (lime-treated) 28.0 86.2 9 D-698 Dark yellowish brown sandy clay w/calcareous 21.1 100.8 nodules Depth Below FieldField TestFinal S. G. Density MoistureProctorCompaction No.DateLocation(feet)(pcf) (%) IDLevel (%) 4191 02-23-13 Building Pad: 1225‘N, 25‘W(1) 0.0 95.3 21.0 6 95.8 4192 Building Pad: 1225‘N, 100‘W(1) 0.0 94.8 21.7 6 95.3 4193 Building Pad: 1225‘N, 200‘W(1) 0.0 95.9 20.9 6 96.4 4194 Building Pad: 1225‘N, 300‘W(1) 0.0 94.5 22.0 6 95.0 4195 Building Pad: 1225‘N, 400‘W(1) 0.0 95.6 21.5 6 96.1 4196 Building Pad: 1225‘N, 515‘W(1) 0.0 96.0 21.2 6 96.5 4197 Building Pad: 1325‘N, 25‘W(1) 4.0 94.2 23.8 1 93.3 4198 Building Pad: 1320‘N, 30‘W(1) 3.5 95.0 22.9 1 94.1 4199 Building Pad: 1330‘N, 35‘W(1) 3.0 96.2 21.8 1 95.2 4200 Building Pad: 1320‘N, 30‘W(1) 2.5 95.4 22.4 1 94.5 4201 Building Pad: 1325‘N, 100‘W(1) 4.0 93.8 23.9 1 92.9 4202 Building Pad: 1330‘N, 105‘W(1) 3.5 93.4 24.3 1 92.5 4203 Building Pad: 1335‘N, 110‘W(1) 3.0 94.7 23.4 1 93.8 4204 Building Pad: 1340‘N, 100‘W(1) 2.5 95.5 22.5 1 94.6 4205 Building Pad: 1325‘N, 200‘W(1) 4.0 96.0 21.8 1 95.0 4206 Building Pad: 1330‘N, 205‘W(1) 3.5 95.4 22.2 1 94.5 4207 Building Pad: 1320‘N, 200‘W(1) 3.0 94.3 23.5 1 93.4 4208 Building Pad: 1325‘N, 195‘W(1) 2.5 95.7 22.1 1 94.8 2424 STUTZ DR. SUITE 400 DALLAS, TX 75235 [214] 350 5600 [214] 350 0019 TELFAX REPORT NO. 178 REPORT DATE: 02-28-13 REG PROJECT NO. 18520 PAGE: 2 of 3 Depth Below FieldField TestFinal S. G. Density MoistureProctorCompaction No.DateLocation(feet)(pcf) (%) IDLevel (%) 4209 02-23-13 Building Pad: 1325‘N, 300‘W(1) 4.0 95.0 22.8 1 94.1 4210 Building Pad: 1330‘N, 305‘W(1) 3.5 94.5 23.5 1 93.6 4211 Building Pad: 1320‘N, 295‘W(1) 3.0 94.2 23.8 1 93.3 4212 Building Pad: 1335’N, 310‘W(1) 2.5 93.8 24.5 1 92.9 4213 Building Pad: 1325‘N, 400‘W(1) 4.0 95.1 22.8 1 94.2 4214 Building Pad: 1330‘N, 410‘W(1) 3.5 95.9 22.0 1 95.0 4215 Building Pad: 1325‘N, 405‘W(1) 3.0 96.5 21.8 1 95.5 4216 Building Pad: 1330‘N, 400‘W(1) 2.5 96.1 21.7 1 95.1 4217 Building Pad: 1325‘N, 515‘W(1) 4.0 95.3 22.3 1 94.4 4218 Building Pad: 1330‘N, 520‘W(1) 3.5 94.9 23.2 1 94.0 4219 Building Pad: 1320‘N, 525‘W(1) 3.0 93.5 24.2 1 92.6 4220 Building Pad: 1335‘N, 530‘W(1) 2.5 93.2 24.6 1 92.3 4221 Building Pad: 1375‘N, 50‘W(1) 4.0 94.2 23.9 1 93.3 4222 Building Pad: 1370‘N, 55‘W(1) 3.5 95.5 23.0 1 94.6 4223 Building Pad: 1370‘N, 45‘W(1) 3.0 96.0 22.1 1 95.0 4224 Building Pad: 1385‘N, 50‘W(1) 2.5 95.6 22.3 1 94.7 4225 Building Pad: 1375‘N, 150‘W(1) 4.0 95.7 22.3 1 94.8 4226 Building Pad: 1380‘N, 155‘W(1) 3.5 96.0 21.8 1 95.0 4227 Building Pad: 1370‘N, 145‘W(1) 3.0 94.8 23.1 1 93.9 4228 Building Pad: 1375‘N, 155‘W(1) 2.5 94.0 24.0 1 93.1 4229 Building Pad: 1375‘N, 250‘W(1) 4.0 94.5 23.9 1 93.6 4230 Building Pad: 1380‘N, 255‘W(1) 3.5 93.8 24.2 1 92.9 4231 Building Pad: 1370‘N, 245‘W(1) 3.0 93.3 24.5 1 92.4 4232 Building Pad: 1375‘N, 255‘W(1) 2.5 94.7 23.1 1 93.8 4233 Building Pad: 1375‘N, 350‘W(1) 4.0 95.5 22.4 1 94.6 4234 Building Pad: 1380‘N, 355‘W(1) 3.5 95.0 22.6 1 94.1 4235 Building Pad: 1370‘N, 340‘W(1) 3.0 96.1 21.8 1 95.1 4236 Building Pad: 1375‘N, 360‘W(1) 2.5 96.5 21.7 1 95.5 4237 Building Pad: 1375‘N, 450‘W(1) 4.0 94.4 23.2 1 93.5 4238 Building Pad: 1380‘N, 455‘W(1) 3.5 93.9 24.0 1 93.0 4239 Building Pad: 1370‘N, 460‘W(1) 3.0 94.9 23.3 1 94.0 4240 Building Pad: 1375‘N, 450‘W(1) 2.5 95.7 22.5 1 94.8 4241 Building Pad: 1375‘N, 550‘W(1) 4.0 95.4 22.1 1 94.5 4242 Building Pad: 1380‘N, 545‘W(1) 3.5 94.8 22.7 1 93.9 4243 Building Pad: 1375‘N, 560‘W(1) 3.0 95.4 22.1 1 94.5 4244 Building Pad: 1370‘N, 550‘W(1) 2.5 95.1 22.0 1 94.2 4245 Sanitary Line C MH: STA 7+74 N 4.0 97.6 21.3 3 95.2 4246 Sanitary Line C MH: STA 7+74 E 3.0 97.5 21.8 3 95.1 4247 Sanitary Line C MH: STA 7+74 S 2.0 98.1 21.0 3 95.7 4248 Sanitary Line C MH: STA 7+74 W 1.0 97.8 21.4 3 95.4 4249 Sanitary Line C MH: STA 7+74 N 0.0 98.5 20.9 3 96.1 4250 Sanitary Line C: STA 8+00 4.0 96.5 22.1 1 95.5 4251 Sanitary Line C: STA 8+01 3.0 97.0 21.8 1 96.0 4252 Sanitary Line C: STA 8+02 2.0 97.1 21.7 1 96.1 REPORT NO. 178 REPORT DATE: 02-28-13 REG PROJECT NO. 18520 PAGE: 3 of 3 Depth Below FieldField TestFinal S. G. Density MoistureProctorCompaction No.DateLocation(feet)(pcf) (%) IDLevel (%) 4253 02-23-13 Sanitary Line C: STA 8+03 1.0 97.5 21.9 1 96.5 4254 Sanitary Line C: STA 8+04 0.0 97.8 21.6 1 96.8 Comments: Where tested, materials were in compliance with project specifications. Footnotes: (1) Measurements referenced from SE building corner. Submitted by: E-Mail Distribution: (1) Hillwood/Mr. Kerry Roetzel REED ENGINEERING GROUP, LTD. (1) Hillwood Construction Services/ Registration Number F-3114 Mr. Gary Jones (1) Halff Associates/Mr. Stephen Crawford (1) Halff Associates/Mr. Lance Clinton (1) Macgregor Associates/ Mr. Thomas Holland Bill Woolwine (1) Macgregor Associates/ Sr. Manager, CMT Mr. Lee Rader BW/cdl (1) City of Coppell/Mr. Lee Stone (1) City of Coppell/Mr. Michael Arellano (1) City of Coppell/Mr. Rick O’Dell