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Amberpoint BP 2-LR021025FIELD DENSITY TESTING Report Number: 94021380,0018 Service Date: October 17, 2002 Client: Transwestern Commercial Services Attn: James Gaspard 5001 Spring Valley Rd Ste 600W Dallas TX 75244 8901 Carpenter Frwy., Suite #100 Dallas, Texas 75247 (214) 630-1010 Report Date: October25, 2002 Project: Staples 201 Northpoint Coppell, TX Project Number: 94021380 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. 213800009 ASTM D 698 Lt brown silty clay 19.2 103.8 -1/+3 95 2.213800019 ASTM D 698 Dk brown silty clay w/sand 14.7 110.8 =/> +3 93 3.213800003 ASTM D 698 Dk & led brown clay 19.8 101.3 =/> +3 93 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 Backfill 322 Sra. 0+45 8' BEG 1 8 17.8 * 104.7 100+ 323 Sra. 0+46 7' BEG 1 8 17.2 * 105.6 100+ 324 Sra. 0+47 6' BEG 1 8 16.5 * 106.2 100+ 325 Sta. 0+48 5' BEG 1 8 18.0 * 104.5 100+ 326 Sra. 0+49 4' BEG 1 8 17.7 * 105.9 100+ 327 Sra. 0+50 3' BEG 1 8 16.1 * 105.3 100+ 328 Sta. 0+51 2' BEG 1 8 16.4 * 103.9 100 329 Sta. 0+52 1' BEG 1 8 18.3 103.0 99 330 Sta. 0+53 Final 1 8 17.6 * 105.7 100+ 331 Sta. 1+05 5' BEG 1 8 15.7 * 104.8 100+ 332 Sta. 1+06 4' BEG 1 8 15.3 * 107.3 100+ 333 Sta. 1+07 3' BEG 1 8 15.9 * 106.4 100+ 334 Sta. 1+08 2' BEG 1 8 16.2 * 105.1 100+ 335 St& 1+09 1' BEG I 8 15.4 * 104.0 100 336 Sta. 1+10 Final 1 8 16.7 * 105.3 100+ 337 Sta. 1+75 4' BEG 1 8 17.3 * 103.9 100 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 5 o~ s~s,,0~.Fa~.~.y FIELD DENSITY TESTING Client:Transwestem Commercial Services t:.NGINPZd RING Project Number:94021380 Repod Number: 94021380.0018 Field Test Data Probe Water Dry Unit Dry Unit Test Lift/ Mat. Depth Content Weight Weight No. Test Location Elevation No. (inches) (%) (pcf) (% compaction) 338 Sta. 1+76 3' BEG 1 8 16.0 * 104.2 100 339 Sta. 1+77 2' BEG 1 8 16.7 * 105.4 100+ 340 Sta. 1+78 1' BEG 1 8 15.8 * 108.7 100+ 341 Sta. 1+79 Final 1 8 17.9 * 102.1 98 342 Sta. 2+25 4' BEG 1 8 18.0 * 104.1 100 343 Sta. 2+26 3' BEG 1 8 17.6 * 103.6 100 344 Sta. 2+27 2' BEG 1 8 17.2 * 105.2 100+ 345 Sta. 2+28 1' BEG 1 8 16.7 * 106.0 100+ 346 Sta. 2+29 Final 1 8 17.4 * 103.8 100 Moisture Conditioned Building Pad Backfill, Area 6 347 Grid line H.6/6.5 3rd 2 8 21.5 102.1 92 348 Grid line G.9/6.5 3rd 2 8 20.1 103.8 94 349 Grid line G.1/6.5 3rd 2 8 20.7 102.6 93 350 Grid line F.2/6.5 3rd 2 8 19.6 104.7 94 351 Grid line E.5/6.5 3rd 2 8 21.4 102.3 92 352 Grid line D.5/6.5 3rd 2 8 21.8 102.1 92 353 Grid line C.6/6.5 3rd 2 8 20.7 104.3 94 354 Grid line B.9/6.5 3rd 2 8 23.5 102.1 92 355 Grid line B/6.5 3rd 2 8 19.8 106.9 96 356 Grid line A.3/6.5 3rd 2 8 19.9 103.1 93 Moisture Conditioned Building Pad Backfill, Area 7 357 Grid line H.5/7.5 3rd 2 8 20.9 103.9 94 358 Grid line G.6/7.5 3rd 2 8 21.4 102.7 93 359 Grid line F.8/Z5 3rd 2 8 22.8 102.1 92 360 Grid line E.9/7.5 3rd 2 8 22.1 102.2 92 361 Grid line E/7.5 3rd 2 8 20.7 103.1 93 362 Grid line D/7.5 3rd 3 8 28.9 93.4 92 363 Grid line C.2/7.5 3rd 3 8 30.6 93.2 92 364 Grid line B.7/7.5 3rd 3 8 27.7 95.1 94 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 5 o~ s~s~0~-~ FIELD DENSITY TESTING Client:Transwestern Commercial Services Field Test Data Test Lift/ No. Test Location Elevation 365 Grid line A.8/7.5 3rd 366 Grid line A.2/7,5 3rd Moisture Conditioned Building Pad Backfill, Area 2 367 Grid line H.6/2.5 5th 368 Grid line G.9/2.5 5th 369 Grid line F.9/2.5 5th 370 Grid line E.9/2.5 5th 371 Grid line E/2.5 5th 372 Grid line D.1/2.5 5th 373 Grid line C.2/2.5 5th 374 Grid line B.7/2.5 5th 375 Grid line B.1/2.5 5th 376 Grid line A.5/2.5 5th Moisture Conditioned Building Pad Backfill, Area 3 377 Grid line H.5/3.5 4th 378 Grid line G.9/3.5 4th 379 Grid line G/3.5 4th 380 Grid line F.1/3.5 4th 381 Grid line E.2/3.5 4th 382 Grid line D.2/3.5 4th 383 Grid line C.5/3.5 4th 384 Grid line B.8/3.5 4th 385 Grid line A.8/3.5 4th 386 Grid line A.2/3.5 4th Moisture Conditioned Building Pad Backfill, Area 6 387 Grid line H.4/65 4th 388 Grid line G7/6.5 4th 389 Grid line F.9/6.5 4th ENGINEERING Project Number:94021380 Report Number: 94021380.0018 Probe Water Dry Unit Dry Unit Mat. Depth Content Weight Weight No. (inches) (%) (pcf) (% compaction) 3 8 28.5 94.6 93 2 8 19.8 104.6 94 3 8 28.7 96.4 95 3 8 28.2 94.3 93 3 8 28.1 94.9 94 3 8 29.6 95.1 94 3 8 31.4 93.4 92 3 8 33.8 93.2 92 * 3 8 32.6 93.2 92 * 3 8 28.9 94.1 93 3 8 29.4 94.7 93 3 8 29.6 97.9 97 3 8 31.6 93.2 92 3 8 32.0 93.2 92 3 8 30.4 93.4 92 2 8 21.2 103.1 93 2 8 21.6 104.7 94 2 8 21.4 102.5 93 2 8 22.9 1 02.1 92 2 8 18.5 105.6 95 2 8 19.7 104.4 94 2 8 19.4 103.2 93 3 8 26.7 98.3 97 3 8 29.4 94.1 93 3 8 28.2 94.8 94 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 3 of 5 o7 SK~OT-r~K.V FIELD DENSITY TESTING Client:Transwestern Commercial Services Field Test Data Probe Test Lift/ Mat. Depth No. Test Location Elevation No. (inches) 390 Grid Line F/6.5 4th 2 8 391 Grid line E.3/6.5 4th 2 8 392 Grid Line D.5/6.5 4th 2 8 393 Grid line C.8/6.5 4th 3 8 394 Grid line B.8/6.5 4th 3 8 395 Grid line B/6.5 4th 3 8 396 Grid line A.4/6.5 4th 3 8 Moisture Conditioned Building Pad Backfill, Area 7 397 Grid line H.5/7.5 4th 3 8 398 Grid line G9/7.5 4th 3 8 399 Grid line G/7.5 4th 3 8 400 Grid line F.5/7.5 4th 3 8 401 Grid line E.5/7.5 4th 3 8 402 Grid line D.7/7.5 4th 3 8 403 Grid line C.9/7.5 4th 3 8 404 Grid line C/7.5 4th 3 8 405 Grid line B.4/7.5 4th 3 8 406 Grid line A.5/7.5 4th 3 8 Project Number:94021380 Report Number: 94021380.0018 Water Dry Unit Dry Unit Content Weight Weight (%) (pc0 (% compaction) 20.3 102.4 92 * 19.4 103.8 94 19.1 103.1 93 29.6 93.6 92 * 31.7 93.2 92 * 31.4 93.2 92 * 29.2 94.9 94 29.3 94.6 93 31.0 93.2 92 * 31.6 93.3 92 * 30.4 93.6 92 * 29.7 94.5 93 28.5 95.4 94 29.3 94.1 93 29.1 95.2 94 30.6 93.4 92 * 27.7 93.7 92 * Comments: An asterisk (*) appears next to test results which do NOT meet the project specifications. NOTE: For Test Nos. 347 through 366, the 3rd Lift is from the top of the 2nd Lift and tested at 517.77 feet above sea level. For Test Nos. 367 through 376, the 5th Lift is from the top of the 4th Lift and tested at 519.37 feet above sea level. For Test Nos. 377 through 406, the 4th Lift is from the top of the 3rd Lift and tested at 518.57 feet above sea level. The tests were performed in genera[ 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 4 of 5 FIELD DENSITY TESTING ~NG[~E~ Client:Transwestem Commercial Services Project Number:94021380 Report Number: 94021380.0018 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: Technician: Bryan C. Hughes Report Distribution: (1) Transwestem Commercial Services (1) Hill & Wilkinson, Lid (1) O'Brien & Associates (1) TechniStructures (1) City of Coppell - Bldg Insp (1) City of Coppell - Constr Insp (1) HBC Engineering (1) State Farm Insurance Reviewed by: HBC En,~~ 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 5 of 5 o~-~o~-~,~ l-I-- I FIELD DENSITY TESTING Report Number: 94021380.0026 Service Date: October 21,2002 gNGIN£EI~.ING 8901 Carpenter Frwy., Suite #100 Dallas, Texas 75247 (214) 630-1010 Client: Transwestern Commercial Services Attn: James Gaspard 5001 Spring Valley Rd Ste 600W Dallas TX 75244 Report Date: October 25, 2002 Project: Staples 201 Northpoint Coppell, TX Project Number: 94021380 Material Information Lab Test Data Proiect 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. 213800009 ASTM D 698 Lt brown silty clay 19.2 103.8 =/> +3 93 2. 213800010 ASTM D 698 Brown clay 22.7 98.7 =/> +3 93 Field Test Data Probe Water Dry Unit Dry Unit Test Lift/ Mat. Depth Content Weight Weight No. Test Location Elevation No. (inches) (%) (pct') (% compaction) Moisture Conditioned Pad 407 Grid line H.7/8.7 2nd 1 6 24.9 96.2 93 408 Grid line H/8.2 2nd 1 6 25.6 96.4 93 409 Grid line G.3/8.6 2nd 1 6 26.2 97.1 94 410 Grid line F.7/8.1 2nd 1 6 25.8 95.9 92 411 Grid line E.8/8.7 2nd 1 6 26.6 96.2 93 412 Grid line E/8.2 2nd 1 6 24.7 95.7 92 *~---. 413 Grid line D.2/8.8 2nd 1 6 25.7 96.4 93 414 Grid line C.1/8.2 2nd 1 6 26.1 97.1 94 415 Grid line B.3/8.7 2nd 1 6 26.8 96.8 93 416 Grid line A.4/8.2 2nd 1 6 25.4 96.1 93 417 Grid line A.3/7.8 5th 2 6 28.3 91.8 93 418 Grid line B.1/7.2 5th 2 6 27.7 92.3 94 419 Grid line C.0/7.7 5th 2 6 28.1 91.3 93 420 Grid line C.6/7.3 5th 2 6 27.4 91.7 93 421 Grid line D.6/7.8 5th 2 6 27.7 92.6 94 422 Grid line E.7/7.2 5th 2 6 28.8 90.9 92 * 423 Grid line F.5/7.7 5th 2 6 28.6 91.6 93 The tests were performed in general accordance with applicable ASTM, AAS HTO, 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 FIELD DENSITY TESTING Client:Transwestern Commercial Services ENGINEERING Project Number:94021380 Report Number: 94021380.0026 Field Test Data Probe Water Dry Unit Dry Unit Test Lift/ Mat. Depth Content Weight Weight No. Test Location Elevation No. (inches) (%) (pcf) (% compaction) 424 Grid line G.5/7.4 5th 2 6 28.4 92.4 94 425 Grid line H.0/7.8 5th 2 6 29.1 91.5 93 426 Grid line H.8/7.2 5th 2 6 28.7 91.9 93 Comments: An asterisk (*) appears next to test results which do NOT meet the project specifications. 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: Bradford T. Rengstorff Report Distribution: (1) Transweslern Commercial Services (I) Hill & Wilkinson, Ltd. (1) O'Brien & Associates (1) TechniStructures HBC Engineering (1) Cily of Coppell - BIdg Insp (1) Cily of Coppell - Constr Insp Reviewed by: (1) Slale Farm Insurance Eugene Harbour (1) HBC Engineering Principal The tests were performed in general accordance with applicable ASTM, AAS HTO, 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 REPORT OF DAILY FIELD ACTIVITIES Report Number: 94021380.0023 Service Date: October 19, 2002 Client: Transwestern Commercial Services Attn: James Gaspard 5001 Spring Valley Rd Ste 600W Dallas TX 75244 /..~~~October 25, Proj(e~: Staples /'~ % 201 No~t -"013~'¢e I I, TX Project Number: 94021380 8901 Carpenter Frwy., Suite #100 Dallas, Texas 75247 (214) 630-1010 2002 Services: Daily field activities. On this date, an HBC Engineering technician arrived at the above referenced jobsite as scheduled for observation of daily field activities. The following was observed and/or tested. HBC's technician observed the rain with approximately 4.5 inches of rain falling overnight. No work was performed on this date. Technician: Bradford T. Rengstorff Report Distribution: (1) Transwestern Commercial Services (1) Hill & Wilkinson, Ltd. (1) O'Brien & Associales (1) TechniStructures (1) City of Coppell - Bldg Insp (1) City of Coppe[I - Constr Insp (1) HBC Engineering (1) State Farm Insurance Reviewed by: HBC E~ng 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 1 of 1 ~-SKS~.~-F~,.~.~ REPORT OF DAILY FIELD ACTIVITIES Report Number: 94021380.0027 Service Date: October 21,2002 ENGIN[~2ERING 8901 Carpenter Fr',w,. Suite #100 Dallas, Texas 75247 (214) 630-1010 Client: Transwestern Commercial Services Attn: James Gaspard 5001 Spring Valley Rd Ste 600W Dallas TX 75244 Report Date: October 25, 2002 Project: Staples 201 Northpoint Coppell, TX Project Number: 94021380 Services: Daily field activities. On this date, an HBC Engineering technician arrived at the above referenced jobsite as scheduled for observation of daily field activities. The following was observed and/or tested. HBC's technician was requested to be on standby for observation of placement and recompaction of material that was not ready for in-place density tests. Technician: Bradford T. Rengstorff Report Distribution: (1) Transwestern Commercial Se~ices (1) Hill & Wilkinson, Ltd. (1) O'Brien & Associates (1) TechniStructures (1) City of Coppell - Bldg Insp (1) City of Coppell - Constr Insp (1) Slate Farm Insurance (1) HBC Engineering Reviewed by: HBC Eng~ 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 1 of 1 .~-s~g~-F~.