Loading...
Amberpoint BP-LR020415 (2)FIELD DENSITM TESTING Report Number: 94021029.0157 Service Date: March 27, 2002 Client: Transwestern Commercial Services Attn: Jim Gaspard 5001 Spring Valley Rd. Suite 600W Dallas TX 75244 [~NGINEERING 8901 Carpenter Frwy., Suite #100 Dallas, Texas 75247 (214) 630-1010 Report Date: April 15, 2002 Project: Amberpoint Building No. 1 Amberpoint Bus. Pk. @ Coppell Coppell, Texas Project Number: 94021029 Material Information Lab Test Data Project Requirements Optimum Max. Lab Water Water Dry Unit Content Minimum Dry Material Laboratory Content Weight Range Unit Weight No. Test Method Description and Classification (%) (pcf) (%) (% compact[on) 1. 210290099 ASTM D-698 Dk & reed brown, tan & It brown clay 24.6 92.3 0/+4 95 Field Test Data Probe Water Dry Unit Dry Unit Test LiflJ Mat. Depth Content Weight Weight No. Test Location Elevation No. (inches) (%) (pct') (% compaction) 8" Sanitary Sewer 261 Sra. 1+15 10' BEG 1 6 25.9 88.7 96 262 Sra. 1+10 9' BEG 1 6 26.1 89.4 97 263 Sta. 1+05 8' BEG 1 6 25.3 88.5 96 264 Sta. 1+10 7' BEG 1 6 25.7 89.6 97 265 Sta. 0+95 6' BEG 1 6 26.4 90.1 98 266 Sta. 0+90 5' BEG 1 6 27.1 89.0 96 267 Sra. 0+85 4' BEG 1 6 24.8 89.8 97 268 Sta. 0+80 3' BEG 1 6 24.9 90.6 98 269 Sra. 0+75 2' BEG 1 6 25.6 91.7 99 270 Sra. 0+70 1' BEG 1 6 26.1 92.1 100 Datum: BEG = Below existing grade Comments: Test results on this report meet project specification. Services - Perform in-place density and moisture content tests to determine degree of compaction and material moisture condition. Field Test Method;ASTM D2922, ASTM D3017 Gauge ID: Field Results Reported To: Contractor Technician: Brad Rengstorff Report Distribution: (1) Transwestern Commercial Services (1) City of Coppell - Bldg tnsp (1) O'Brien & Associates Inc (1) Hill & Wilkinson Ltd (1) TechniStructures Inc (1) Hatff Associates Reviewed by: HBC E~ Eugene Harbour (1) City of Coppell - Constr Insp (1) State Farm Insurance Principal The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written approval of Terracon. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. Page 1 of 1 FIELD DENSITY TESTING Report Number: 94021029.0163 Service Date: March 28, 2002 Client: Transwestem Commercial Services Attn: Jim Gaspard 5001 Spring Valley Rd. Suite 600W Dallas TX 75244 ENGINEEI~.ING 8901 Carpenter Frwy., Suite #100 Dallas, Texas 75247 (214) 630-1010 Report Date: April 15, 2002 Project: Amberpoint Building No. 1 Amberpoint Bus. Pk. @ Coppell Coppell, Texas Project Number: 94021029 Material Information Lab Test Data Project Requirements Optimum Max. Lab Water Water Dry Unit Content Minimum Dry Material Laboratory Content Weight Range Unit Weight No. Test Method Description and Classification (%) (pcf) (%) (% compact[on) 1. 210290099 ASTM D-698 Dk & med brown, tan & It brown clay 24.6 92.3 0/+4 95 Field Test Data Probe Water Dry Unit Dry Unit Test Lift/ Mat. Depth Content Weight Weight No. Test Location Elevation No. (inches) (%) (pc0 (% compaction) 8" Sanitary Sewer 271 Sta. 2+75 11' BEG 1 6 25.9 89.9 97 272 Sta. 2+70 10' BEG I 6 26.4 90.2 98 273 Sta. 2+65 9' BEG I 6 27.3 88.5 96 274 Sta. 2+60 8' BEG 1 6 26.6 90.6 98 275 Sta. 2+55 7' BEG 1 6 26.2 91.1 99 276 Sta. 2+50 6' BEG 1 6 25.1 92.3 100 277 Sta. 2+45 5' BEG 1 6 24.9 90.6 98 278 Sta. 2+40 4' BEG 1 6 24.7 89.7 97 279 Sta. 2+35 3' BEG 1 6 25.3 88.6 96 280 Sra. 2+30 2' BEG 1 6 26.3 90.3 98 281 Sta. 2+25 1' BEG 1 6 26.8 90.9 98 Datum: BEG = Below existing grade Comments: Test results on this report meet project specification. Services - Perform in-place density and moisture content tests to determine degree of compaction and material moisture condition. Field Test method:ASTM D2922, ASTM D3017 Gauge ID: Field Results Reported To: Contractor Technician: Brad Rengstorff Report Distribution: (1) Transwestern Commercial Services (1) City of Coppell - Bldg Insp (1) O'Brien & Associates Inc (1) Hill & Wilkinson Ltd (1) TechniStructures Inc (1) Halff Associates Reviewed by: HBC Eng~ Eugene Harbour Principal (1) City of Coppelt - Constr Insp (1) State Farm Insurance The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written approval of Terracon. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparentiy similar or identical materials. Page 1 of 1 o~ LLW'"O~-r~'~ FIELD DENSITY TESTING Report Number: 94021029.0167 Service Date: March 29, 2002 Client: Transwestern Commercial Services Attn: Jim Gaspard 5001 Spring Valley Rd. Suite 600W Dallas TX 75244 8,901 Carpenter Frwy., Suite #100 Dallas, Texas 75247 (214) 630-1010 Report Date: April 15, 2002 Project: Amberpoint Building No. 1 Amberpoint Bus. Pk. @ Coppell Coppell, Texas Project Number: 94021029 Material Information Description and Classification Lab Test Data Proiect Requirements Optimum Max. Lab Water Water Dry Unit Content Minimum Dry Content Weight Range Unit Weight (%) (pcf) (%) (% compaction) - Material Laboratory No. Test Method 1. 210290099 ASTM D-698 Dk & med brown, tan & It brown clay 24.6 92.3 0/+4 95 Field Test Data Probe Water Dry Unit Dry Unit Test Lift/ Mat. Depth Content Weight Weight No. Test Location Elevation No. (inches) (%) (pct') (% compaction) 8" Sanitary Sewer 9' BEG 1 6 25.1 87.9 95 282 Sta. 4+30 283 Sra. 4+25 8' BEG 1 6 26.3 88.6 96 284 Sta. 4+20 7' BEG 1 6 25.7 89.3 97 285 Sta. 4+15 6' BEG 1 6 26.1 87.8 95 286 Sra. 4+10 5' BEG 1 6 27.3 90.6 98 287 Sta. 4+05 4' BEG I 6 26.8 90.1 98 288 Sta. 4+00 3' BEG 1 6 27.3 91.3 99 289 Sta. 3+95 2' BEG 1 6 28.1 89.7 97 290 Sta. 3+90 1' BEG 1 6 26.3 90.6 98 Comments: Test results on this report meet project specification. Services - Perform in-place density and moisture content tests to determine degree of compaction and material moisture condition. Field Test Method~,STM D2922, ASTM D3017 Gauge ID: Field Results Reported To: Contractor Technician: Brad Rengstorff Repod Distribution: (1) Transwestern Commercial Services (1) City of Coppell - Bldg Insp (1) O'Brien & Associates Inc (1) Hill & Wilkinson Ltd (1) TechniStructures Inc (1) Halff Associates Reviewed by: HBC E~ Eugene Harbour Principal (1) City of Coppell - Constr Insp (1) State Farm Insurance The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This repod is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written approval of Terracon. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. Page 1 of 1 o,~,~,,~ FIELD DENSITY TESTING Report Number: 94021029.0155 Service Date: March 26, 2002 Client: Transwestern Commercial Services Attn: Jim Gaspard 5001 Spring Valley Rd. Suite 600W Dallas TX 75244 8901 Carpenter Frwy., Suite #100 Dallas, Texas 75247 (214) 630-1010 Report Date: April 15, 2002 Project: Amberpoint Building No. 1 Amberpoint Bus. Pk. @ Coppell Coppell, Texas Project Number: 94021029 Material Information Material Laboratory No. Test Method Description and Classification Lab Test Data Prelect Requirements Optimum Max. Lab Water Water Dry Unit Content Minimum Dry Content Weight Range Unit Weight (%) (pct') (%) (% compaction) 1. 210290099 ASTM D-698 Dk & med brown, tan & It brown clay 2. 210290004 ASTM D-698 Dk brown clay Field Test Data Probe Test Lift/ Mat. Depth No. Test Location Elevation No. (inches) 24.6 92.3 0/+4 95 22,4 99.9 =/> +3 92 Water Dry Unit Dry Unit Content Weight Weight (%) (pct') (% compaction) Storm Sewer, Line B 3' BEG 1 6 25.1 90.3 98 253 Sta. 6+55 254 Sta. 6+50 2' BEG 1 6 24.7 91.7 99 255 Sta. 6+45 1' BEG 1 6 24.9 92.6 100 Building Pad Subgrade 256 Grid line E.5/1.5 At grade 2 6 26.8 92.8 93 257 Grid line F.5/2.0 At grade 2 6 27.3 93.6 94 258 Grid line G.5/1.5 At grade 2 6 27.8 92.7 93 259 Grid line 1.5/1.8 At grade 2 6 28.4 92,1 92 260 Grid line J.8/1.5 At grade 2 6 27.1 93.6 94 Comments; Test results on this report meet project specification. Services - Pedorm in-place density and moisture content tests to determine degree of compaction and material moisture condition. Field Test Method~,STM D2922, ASTM D3017 Gauge ID: Field Results Reported To: Contractor Technician: Brad Rengstorff Report Distribution: (1) Transwestern Commercial Services (1) City of Coppell - BIdg Insp (1) O'Brien & Associates Inc (1) Hill & Wilkinson Ltd (1) TechniStructures Inc (1) Halff Associates Reviewed by: HBC Engin ng,~ Eugene Harbour Principal (1) City of Coppell - Constr Insp (1) State Farm Insurance The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written approval of Terracon. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the propedies of other apparently similar or identical materials. Page 1 of 1 o, LLW/ROI F~e KeY FIELD DENSITY TESTING Report Number: 94021029.0149 Service Date: March 24, 2002 Client: Transwestern Commercial Services Attn: Jim Gaspard 5001 Spring Valley Rd. Suite 600W Dallas TX 75244 8901 Carpenter Frwy., Suite #100 Dallas, Texas 75247 (214) 630-1010 Report Date: April 15, 2002 Project: Amberpoint Building No. 1 Amberpoint Bus. Pk. @ Coppell Coppell, Texas Project Number: 94021029 Material Information Lab Test Data Project Requirements Optimum Max. Lab Water Water Dry Unit Content Minimum Dry Material Laboratory Content Weight Range Unit Weight No. Test Method Description and Classification (%) (pcf) (%) (% compaction) 1. 210290004 ASTM D-698 Dk brown clay 22.4 99.9 =/> +3 92 2. 210290150 ASTM D 698 Dk red clayey sand 12.1 118.5 =/> +3 92 Field Test Data Probe Water Dry Unit Dry Unit Test Lift/ Mat. Depth Content Weight Weight No. Test Location Elevation No. (inches) (%) (pCO (% compaction) Building Pad Subgrarde 231 Grid line B.5/4.4 At grade 1 6 26.8 93.6 94 232 Grid line D/4.5 At grade 1 6 27.3 92.7 93 233 Grid line E.5/4.2 At grade 1 6 26.2 94.1 94 234 Grid line G/5.0 At grade 1 6 28.1 92.3 92 235 Grid line H.5/4.5 At grade 1 6 27.3 93.6 94 236 Grid line J/5.0 At grade 2 6 17.8 110.8 94 237 Grid line K.5/4.3 At grade 2 6 18.3 111.4 94 238 Grid line M/4.7 At grade 2 6 17.1 110.7 93 239 Grid line N.5/4.3 At grade 2 6 16.4 110.6 93 240 Grid line P/4.6 At grade 2 6 17.3 112.1 95 Comments: Test results on this report meet project specification. Services - Perform in-place density and moisture content tests to determine degree of compaction and material moisture condition. Field Test Method:ASTM D2922, ASTM D3017 Gauge ID: Field Results Reported To: Contractor Technician: Brad Rengstorff Report Distribution: (1) Transwestern Commercial Services (1) City of Coppell - Bldg Insp (1) O'Brien & Associates Inc (1) Hill & Wilkinson Ltd (1) TechniStructures Inc (1) Halff Associates Reviewed by: Principal (1) City of Coppeli - Constr Insp (1) State Farm Insurance The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written approval of Terracon. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical mater[ale. Page 1 of 1 o~w~o~,~w FIELD DENSITY TESTING Report Number: 94021029.0145 Service Date: March 24, 2002 Client: Transwestern Commercial Services Attn: Jim Gaspard 5001 Spring Valley Rd. Suite 600W Dallas TX 75244 ENGINEEI~.iNG 8901 Carpenter Frwy., Suite #100 Dallas, Texas 75247 (214) 630-1010 Report Date: April 15, 2002 Project: Amberpoint Building No. 1 Amberpoint Bus. Pk. @ Coppell Coppell, Texas Project Number: 94021029 Material Information Description and Classification .Lab Test Data Proiect Requirements Optimum Max. Lab Water Water Dry Unit Content Minimum Dry Content Weight Range Unit Weight (%) (pct') (%) (% compaction) Material Laboratory No. Test Method 1. 210290099 ASTM D-698 Dk & med brown, tan & It brown clay 24.6 92.3 0/+4 95 Field Test Data Probe Water Dry Unit Dry Unit Test Lift/ Mat. Depth Content Weight Weight No. Test Location Elevation No. (inches) (%) (pct] (% compaction) Storm Sewer, Line B 225 Sta. 3+45 6' BEG 1 6 24.9 90.7 98 226 Sta. 3+40 5' BEG 1 6 25.3 91.4 99 227 Sta. 3+35 4' BEG 1 6 26.3 90.4 98 228 Sra. 3+30 3' BEG 1 6 25.7 89.6 97 229 Sta. 3+25 2' BEG 1 6 26.4 88.9 96 230 Sta. 3+20 1' BEG 1 6 25.1 89.7 97 Datum: BEG = Below existing grade Comments: Test results on this report meet project specification. Services - Perform in-place density and moisture content tests to determine degree of compaction and material moisture condition. Field Test Method:ASTM D2922, ASTM D3017 Gauge ID: Field Results Reported To: Contractor Technician: Brad Rengstorff Report Distribution: (1) Transwestern Commercial Services (1) City of Coppell - Bldg Insp (1) O'Brien & Associates Inc (1) Hill & Wilkinson Ltd (1) TechniStructures Inc (1) Halff Associates Reviewed by: HBC Engi~i~j~ Eugene Harbour Principal (1) City of Coppell- Constr Insp (1) State Farm Insurance The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written approval of Terracon. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. Page 1 of 1 O~LLW~O~"~.~"y FIELD DENSITY TESTING Report Number: 94021029.0147 Service Date: March 23, 2002 Client: Transwestern Commercial Services Attn: Jim Gaspard 5001 Spring Valley Rd. Suite 600W Dallas TX 75244 ENGINEEI~NG 8901 Carpenter Frwy., Suite #100 Dallas, Texas 75247 (214) 630-1010 Report Date: April 15, 2002 Project: Amberpoint Building No. 1 Amberpoint Bus. Pk. @ Coppell Coppell, Texas Project Number: 94021029 Material Information Lab Test Data Project Requirements Optimum Max. Lab Water Water Dry Unit Content Minimum Dry Material Laboratory Content Weight Range Unit Weight No. Test Method Description and Classification (%) (pct~ (%) (% compaction) 1. 210290004 ASTM D-698 Dk brown clay 22.4 99.9 =/> +3 92 2. 210290150 ASTM D 698 Dk red clayey sand 12.1 118.5 =/> +3 92 Field Test Data Probe Water Dry Unit Dry Unit Test Lift/ Mat. Depth Content Weight Weight No. Test Location Elevation No. (inches) (%) (pCf~ (% compaction) Bldg. Pad Subgrade 217 Grid line D.5/6.5 At grade 1 6 26.7 94.6 95 218 Grid line F.5/6.5 At grade 1 6 27.4 93.9 94 219 Grid line H/6.5 At grade 1 6 28.3 92.8 93 220 Grid line J.5/6.5 At grade I 6 25.9 93.6 94 221 Grid line L/6.0 At grade 2 6 15.8 110.7 93 222 Grid line M5/6.0 At grade 2 6 16.3 111.4 94 223 Grid line 0/6.0 At grade 2 6 15.2 112.6 95 224 Grid line P.5/5.5 At grade 2 6 16.0 111.9 94 Comments: Test results on this report meet project specification. Services - Pedorm in-place density and moisture content tests to determine degree of compaction and material moisture condition. Field Test Method~,STM D2922, ASTM D3017 Gauge ID: Field Results Reported To: Contractor Technician: Brad Rengstortf Report Distribution: (1) Transwestern Commercial Services (1) City of Coppell - Bldg Insp (1) O'Brien & Associates Inc (1) Hill & Wilkinson Ltd (1) TechniStructures Inc (1) Halff Associates Reviewed by: HBC Engi~/' Eugene H~a r b~u r Principal (1) City of Coppell - Constr Insp (1) State Farm Insurance The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written approval of Terracon~ Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarity indicative of the properties of other apparently similar or identical materials. Page 1 of 1 0~L~w~ FIELD DENSITY TESTING Report Number: 94021029.0144 Service Date: March 23, 2002 Client: Transwestern Commercial Services Attn: Jim Gaspard 5001 Spring Valley Rd. Suite 600W Dallas TX 75244 8901 Carpenter Frwy., Suite #100 Dallas, Texas 75247 (214) 630-1010 Report Date: April 15, 2002 Project: Amberpoint Building No. 1 Amberpoint Bus. Pk. (~ Coppell Coppell, Texas Project Number: 94021029 Material Information Description and Classification Lab Test Data Pro}ect Requirements Optimum Max. Lab Water Water Dry Unit Content Minimum Dry Content Weight Range Unit Weight (%) (pc0 (%) (% compaction) Material Laboratory No. Test Method 1. 210290099 ASTM D-698 Dk ~ med brown, tan & It brown clay 24.6 92.3 0/+4 95 Field Test Data Probe Water Dry Unit Dry Unit Test Lift/ Mat. Depth Content Weight Weight No. Test Location Elevation No. (inches) (%) (pc0 (% compaction) Storm Sewer, Line B 212 Sta. 1+75 5' BEG 1 6 25.6 90.6 98 213 Sta. 1+70 4' BEG 1 6 24.9 91.4 99 214 Sra. 1+65 3' BEG 1 6 25.3 92.3 100 215 Sta. 1+60 2' BEG 1 6 26.1 91.0 99 216 Sta, 1+55 1' BEG 1 6 25.7 90.1 98 Datum: BEG = Below existing grade Comments: Test results on this report meet project specification. Services - Perform in-place density and moisture content tests to determine degree of compaction and material moisture condition. Field Test Method~STM D2922, ASTM D3017 Gauge ID: Field Results Reported To: Contractor Technician: Brad Rengstorff Report Distribution: (1) Transwestern Commercial Services (1) City of Coppell - Bldg Insp (1) O'Brien & Associates Inc (1) Hill & Wilkinson Ltd (1) TechniStructures Inc (1) Halff Associates Reviewed by: HBC Engin~ Eugene Harbour Principal (1) City of Coppell - Constr Insp (1) State Farm Insurance The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written approval of Terracon. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. Page 1 of 1 O, LLW~O~-~,~ FIELD DENSITY TESTING Report Number: 94021029.0142 Service Date: March 22, 2002 Client: Transwestern Commercial Services Attn: Jim Gaspard 5001 Spring Valley Rd. Suite 600W Dallas TX 75244 8901 Carpenter Frwy., Suite #100 Dallas, Texas 75247 (214) 630-1010 Report Date: April 15, 2002 Project: Amberpoint Building No. 1 Amberpoint Bus. Pk. @ Coppeli Coppell, Texas Project Number: 94021029 Material Information Lab Test Data Optimum Max. Lab Water Dry Unit Material Laboratory Content Weight No. Test Method Description and Classification (%) (pc0 Proiect Requirements Water Content Minimum Dry Range Unit Weight (%) (% compaction) 1. 210290135 ASTM D 698 Brown clay (lime treated) 24.6 93.0 -1/+3 95 2. 210290132 ASTM D 698 Brown & dk reddish brown clay mix (lime 22.2 97.0 -1/+3 95 treated) 3.210290099 ASTM D-698 Dk & med brown, tan & It brown clay 24.6 92.3 0/+4 95 Field Test Data Probe Water Dry Unit Dry Unit Test Lift/ Mat. Depth Content Weight Weight No. Test Location Elevation No. (inches) (%) (pc0 (% compaction) Bldg. Pad Subgrade 196 Grid line B.5/7.5 At grade 2 6 21.9 96.4 99 197 Grid line D.5/8.3 At grade 2 6 23.0 95.7 99 198 Grid line F.5/7.7 At grade 2 6 22.6 96.7 100 199 Grid line H.5/8.3 At grade 2 6 24.4 96.1 99 200 Grid line J.5/7.6 At grade 1 6 24.7 94.1 101 201 Grid line L.5/8.4 At grade I 6 26.3 92.7 100 202 Grid line N.5/7.5 At grade 1 6 24.9 91.6 98 203 Grid line P.5/8.3 At grade 1 6 26.3 91.9 99 Storm Sewer, Line B 204 Sta. 0+25 1st 3 6 25.1 89.6 97 205 Sra. 0+75 7' BEG 3 6 24.9 89.5 97 206 Sta. 0+77 6' BEG 3 6 24.7 90.6 98 207 Sta. 0+80 5' BEG 3 6 25.6 91.4 99 208 Sta. 0+82 4' BEG 3 6 26.3 92.3 100 209 Sta. 0+85 3' BEG 3 6 25.2 92.6 100 The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written approval of Terracon. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. Page 1 of 2 o7 LL~""0~ FIELD DENSITY TESTING Client:Transwestern Commercial Services Project Number:94021029 Report Number: 94021029.0142 Field Test Data Probe Water Dry Unit Dry Unit Test Lift/ Mat. Depth Content Weight Weight No. Test Location Elevation No. (inches) (%) (pct') (% compaction) 210 Sta. 0+87 211 Sra. 0+90 Datum: BEG = Below existing grade 2' BEG 3 6 26.6 92.4 100 1' BEG 3 6 25.3 94.1 102 Comments: Test results on this report meet project specification. Services - Perform in-place density and moisture content tests to determine degree of compaction and material moisture condition. Field Test Method:ASTM D2922, ASTM D3017 Gauge ID: Field Results Reported To: Contractor/Brian Technician: Brad Rengstorff Report Distribution: (1) Transwestern Commercial Services (1) O'Brien & Associates Inc (1) TechniStructures Inc (1) City of Coppell - Constr Insp (1) City of Coppell - Bldg Insp (1) Hill & Wilkinson Ltd (1) Halff Associates (1) State Farm Insurance Reviewed by: HBC Engin g~~ Eugene Harbour Principal The tests were performed in general accordance w~th applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written approval of Terracon. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. Page 2 of 2 o~ ~w~..~.. FIELD DENSITY TESTING Report Number: 94021029.0141 Service Date: March 21,2002 Client: Transwestern Commercial Services Attn: Jim Gaspard 5001 Spring Valley Rd. Suite 600W Dallas TX 75244 EN~INE~E RING 8901 Carpenter Fm/y., Suite #100 Dallas, Texas 75247 (214) 630-1010 Report Date: April 15, 2002 Project: Amberpoint Building No. 1 Amberpoint Bus. Pk. ~ Coppell Coppell, Texas Project Number: 94021029 Material Information Description and Classification Lab Test Data Project Requirements Optimum Max. Lab Water Water Dry Unit Content Minimum Dry Content Weight Range Unit Weight (%) (pcf) (%) (% compaction) Material Laboratory No. Test Method i. 210290135 ASTM D 698 Brown clay (lime treated) 24.6 93.0 -1/+3 95 2.210290132 ASTM D 698 Brown & dk reddish brown clay mix (lime 22.2 97.0 -1/+3 95 treated) Field Test Data Probe Water Dry Unit Dry Unit Test Lift/ Mat. Depth Content Weight Weight No. Test Location Elevation No. (inches) (%) (pCt') (% compaction) Bldg. Pad Subgrade 180 Grid line P.5/9.5 At grade 1 6 26.1 91.0 98 181 Grid line O.5/10.5 At grade 1 6 26.3 91.7 99 182 Grid line N.5/9.5 At grade 1 6 25.9 92.1 99 183 Grid line M.5/10.5 At grade 1 6 25.7 91.6 98 184 Grid line L.5/9.5 At grade 1 6 24.8 92.7 100 185 Grid line K.5/10.5 At grade 1 6 25.2 94,1 101 186 Grid line J.5/9.5 At grade 1 6 25.1 93.6 101 187 Grid line 1.5/10.5 At grade 1 6 24.1 93.7 101 188 Grid line H.5/9.5 At grade 1 6 23.9 94.1 101 189 Grid line G.5/10.5 At grade 2 6 22.8 95.7 99 190 Grid line F.5/9.5 At grade 2 6 22.9 95.1 98 191 Grid line E.5/10.5 At grade 2 6 23.6 96.1 99 192 Grid line D.5/9.5 At grade 2 6 22.7 96.6 100 193 Grid line C.5/10.5 At grade 2 6 23.1 96.0 99 194 Grid line B.5/9.5 At grade 2 6 23.6 96.7 100 195 Grid line A.5/10.5 At grade 2 6 21.7 97.3 100 The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written approval of Terracon. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. Page 1 of 2 O~.LLW~a~ FIELD DENSITY TESTING Client:Transwestern Commercial Services Project Number:94021029 Report Number: 94021029.0141 Comments (cont'd): Comments: · rest results on this report meet project specification. Services - Perform in-place density and moisture content tests to determine degree of compaction and material moisture condition. Field Test Method~,STM D2922, AS'FM D3017 Gauge ID: Field Results Reported To: Contractor Technician: Brad Rengstorff Report Distribution: (1) Transwestern Commercial Services (1) O'Bden & Associates Inc (1) TechniStructures Inc (1) City of Coppell - Constr Insp (1) City of Coppell- Bldg Insp (1) Hill & Wilkinson Ltd (1) Halff Associates (1) State Farm Insurance Reviewed by: HBC E n~f~g'/ Eugene Harbour Principal The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written approval of Terracon. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. Page 2 of 2 o~ ~w,~.~,.....~ FIELD DENSITY TESTING Report Number: 94021029.0152 Service Date: Mamh 25, 2002 Client: Transwestern Commercial Services Attn: Jim Gaspard 5001 Spring Valley Rd. Suite 600W Dallas TX 75244 8901 Carpenter FP, W., Suite #100 Dallas, Texas 75247 (214) 630-1010 Report Date: April 15, 2002 Project: Amberpoint Building No. 1 Amberpoint Bus. Pk. @ Coppell Coppell, Texas Project Number: 94021029 Material Information Material Laboratory No. Test Method Description and Classification Lab Test Data Proiect Requirements Optimum Max. Lab Water Water Dry Unit Content Minimum Dry Content Weight Range Unit Weight (%) (pc0 (%) (% compaction) 1. 210290099 ASTM D-698 2. 210290004 ASTM D-698 3. 210290150 ASTM D 698 Field Test Data Test No. Dk &med brown, tan & It brown clay Dk brown clay Dk red clayey sand Probe Lift/ Mat. Depth Test Location Elevation No. (inches) Storm Sewer, Line B 241 Sta. 5+00 4' BEG 1 6 242 Sta. 5+10 3' BEG I 6 243 Sta. 5+15 2' BEG 1 6 244 Sta. 5+20 1' BEG 1 6 Building Pad Subgrade 245 Grid line B.5/2.5 At grade 1 6 246 Grid line C.5/1.5 At grade 1 6 247 Grid line I/3,0 At grade 1 6 248 Grid line K.5/2.5 At grade 3 6 249 Grid line L5/1.5 At grade 3 6 250 Grid line N/2.5 At grade 3 6 251 Grid line 0.5/3.0 At grade 3 6 252 Grid line P.5/2.3 At grade 3 6 24.6 22.4 12.1 92.3 0/+4 95 99.9 =/> +3 92 118.5 =/> +3 92 Water Dry Unit Dry Unit Content Weight Weight (%) (PC0 (% compaction) 25.9 89.3 97 26.3 89.2 97 26.7 88.7 96 25.2 90.6 98 26.9 94.1 102 27.3 93.4 101 27.7 92.6 100 16.3 110.7 93 17.2 112.3 95 17.4 112.9 95 16.3 111.3 94 16.9 110.7 93 Comments: Test results on this report meet project specification. The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written approval of Terracon. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. Page 1 of 2 0,-LLW~O~ FIELD DENSITY TESTING E~.m~ Client:Transwestern Commercial Services Project Number:94021029 Report Number: 94021029.0152 Services - Perform in-place density and moisture content tests to determine degree of compaction and material moisture condition. Field Test Method~,STM D2922, ASTM D3017 Gauge ID: Field Results Reported To: Contractor Technician: Brad Rengstorff Report Distribution: (1) Transwestern Commercial Services (1) City of Coppell - Bldg Insp (1) O'Bden & Associates Inc (1) Hill & Wilkinson Ltd (1) TechniStructures Inc (1) Halff Associates Reviewed by: HBC Engi~ring~ Eugene Harbour (1) City of Coppell - Constr Insp (1) State Farm Insurance Principal The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written approval of Terracon. Test results transmitted herein are only applicable to the actual samples tested at the location(a) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. Page 2 of 2 0~ L~w~o,.,~,.