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Amberpoint BP 2R-LR060124WATER INJECTION OBSERVATION 'l rracon Date of Service: Client No.: Client: Location: 01/24/O6 50854 Transwestern Commercial Services 5001 Spring Valley Rd Ste 600 W Dallas, TX 75244 See attached sketch Report No.: Project No.: Project: General Contractor: Injector: 94051418.0112 94051418 AmberPoint Business Park Buildings 4, 5 and 6 505 South Royal Lane Coppell, TX Rogers-O'Brien Jowell Procedure: On this date, a Terracon technician observed the injection of water at this site. During the injection process, the following observations were recorded. Pass No.: 7th No. of Probes: 4 Probe Length: 12 feet OBSERVATION SPECIFICATION Yes No N/A Surfactant added to each load. X Injection pressure 50 to 200 psi at manifold. X Injection downward in 18 inch intervals. X Total depth of injection was 7 feet. X Spacing of injection was 5 feet maximum. X Injection to refusal at each location. X Comments: Field Results Report To: Iochnician: T. Mitchell Report Distribution: (1) Transwestern Commercial Services (1) City of Coppell TX (1) City of Coppell TX 99pdt (1) Rogers O'Brien Construction Co (1) O'Brien & Assoc (1) TechniStructures Hussein H. Abusaad, P.E. Senior Project Manager This repofl is exclusively for the use of the client indicated above and shall not be reproduced in fulr without written approval of Terracon. WATER INJECTION OBSERVATION 'l rracon 8901 Carpenter Frwy, Suite #100 Dallas, Texas 75247 (214) 630-1010 Date of Service: Client No.: Client: 01/24/06 50854 Transwestem Commercial Services 5001 Spring Valley Rd Ste 600 W Dallas, TX 75244 Report No.: Project No.: Project: 94051418.0112 94051418 AmberPoint Business Park Buildings 4, 5 and 6 505 South Royal Lane Coppell, TX Not to Scale 720' Building #5 ,I Building #6 400' 4 Rigs FIELD DENSITY TESTING Report Number: 94051418.0064 Service Date: January 12, 2006 Client: Transwestem Commercial Services Attn: Jim Gaspard 5001 Spring Valley Rd Ste 600 W Dallas TX 75244 Report Date: Project: Project No.: 'lrerracon 8901 Carpenter Frwy, Ste #100 Dallas, Texas 75247 (214) 630-1010 January 24, 2006 AmberPoint Business Park Buildings 4, 5 and 6 505 South Royal Lane Coppell, TX 94051418 Lab Test Data Pr~ect Re uirements Material Information Description and Classification Optimum Max. Lab Water Dry Unit Water Minimum Dry Content Weight Content Unit Weight (%) (pc0 (%) (% compaction) Material Laboratory No. Test Method 1 514180054 ASTM D 698 Brown sandy clay (lime treated) 16.3 105.9 -2/+2 95 Field Test Data Probe Water Dry Unit Dry Unit Test Lift/ Mat. Depth Content Weight Weight No. Test Location Elev. No. (inches) (%) (pct~ (% compaction) Pavement, S Drive Approach 372 5' S & 10' E of NW corner Final 1 6 17.9 102.4 97 373 10' S & 10' E of NW corner Final 1 6 18.0 102.1 96 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 Technician: Armando Rendon Field Results Reported To: Superintendent Report Distribution: (1) Transwestern Commercial Services (1) O'Brien & Assoc dj ad (1) City of Coppell TX (1) TechniStructures Reviewed by: Husse~"'~'~'~ff~. Abusa , P.E. (1) City of Coppetl TX (1) Rogers O'Bden Construction Co Senior Project Manager 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 consent of our company. 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 FIELD DENSITY TESTING Report Number: 94051418.0079 Service Date: January 16, 2006 Client: Transwestem Commercial Services Attn: Jim Gaspard 5001 Spring Valley Rd Ste 600 W Dallas TX 75244 Report Date: January 24, 2006 Project: Project No.: rEff$1con 8901 Carpenter F~vy, Ste #100 Dallas, Texas 75247 (214) 630-1010 AmberPoint Business Park Buildings 4, 5 and 6 505 South Royal Lane Coppell, TX 94051418 Ma terial In formation Material Laboratory No. Test Method Description and Classification Lab Test Data Proiect Requirement:, Optimum Max. Lab Wa, ter Dry Unit Water Minimum Dry Content Weight Content Unit Weight (%) (pot') (%) (% compaction) 1 514180001 ASTM D 698 Brown clay w/sand 2 514180003 ASTM D 698 Reddish brown sandy clay Field Test Data Test No. Test Location 19.0 101.2 -2/+2 95 14.8 112.3 -2/+2 95 Probe Water Dry Unit Dry Unit Lift/ Mat. Depth Content Weight Weight Bev. No. (inches) (%) (pcf) (% compaction) Storm Sewer, Line A 398 Sra. 7+50 4' BFG 2 6 14.0 111.6 99 399 Sta. 7+50 3' BFG 2 6 13.9 111.4 99 400 Sta. 7+50 2' BFG 2 6 13.7 112.8 100 401 Sra. 7+50 1' BFG 2 6 14.2 112.0 100 402 Sta. 7+50 Final 2 6 14.6 111.9 100 403 Sta. 9+50 4' BFG 2 6 15.2 110.5 98 404 Sra. 9+50 3' BFG 2 6 15.4 110.3 98 405 Sta. 9+50 2' BFG 2 6 15.1 110.8 99 406 Sta. 9+50 1' BFG 2 6 14.7 111.2 99 407 Sta. 9+50 Final 2 6 15.2 110.9 99 Datum: BFG = below final 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 Technician: Armando Rendon Field Results Reported To: Superintendent Report Distribution: ~ (1) Transwestern Commercial Services (1) O'Brien & Assoc (1) City of Co@pell TX (1) TechniStructures Reviewed by: (1) City of OoppeJl TX Hussein H. Abusaad, P,E. (1) Rogers O'Brien Construction Co Senior Project Manager 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 consent of our company. 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. .FIELD DENSITY TESTING Report Number: 94051418.0070 Service Date: January 13, 2006 Client: Transwestem Commercial Services Attn: Jim Gaspard 5001 Spring Valley Rd Ste 600 W Dallas TX 75244 Report Date: January 24, 2006 Project: Project No.: 'lrerracon 8901 Carpenter Frwy, Ste #100 Dallas, Texas 75247 (214) 630-1010 AmberPoint Business Park Buildings 4, 5 and 6 505 South Royal Lane Coppell, TX 94051418 Material Information Description and Classification Lab Test Data Project Requirements. Optimum Max. Lab Water Dry Unit Water Minimum Dry Content Weight Content Unit Weight (%) (pcf) (%) (% compaction) Material Laboratory No. Test Method I 514180054 ASTM D 698 Brown sandy clay (lime treated) 16.3 105.9 -2/+2 95 2 514180055 ASTM D 698 Reddish brown sandy clay (lime treated) 16.6 107.1 -2/+2 95 3 514180069 ASTM D 698 Brown and gray clay, with sand (lime 24.3 97.7 -2/+2 95 treated) Field Test Data Probe Water Dry Unit Dry Unit Test Lift/ Mat. Depth Content Weight Weight No. Test Location Elev. No. (inches) (%) (Dc0 (% compaction) Building Pad #4 374 20' S & 200' E of NW corner Final 3 6 24.1 95.4 98 375 100' S & 300' E of NW corner Final 3 6 24.6 95.2 97 376 150' S & 20' E of NW corner Final 3 6 25.0 94.8 97 377 200' S & 300' E of NW corner Final 3 6 24.5 95.6 98 378 300' S & 100' E of NW corner Final 3 6 24.9 96.0 98 379 250' S & 100' E of NW corner Final 3 6 24.7 95.7 98 380 20' S & 20' E of NW corner Final 3 6 25.5 95.1 97 381 100' S & 100' E of NW corner Final 3 6 25.8 94.8 97 382 150' S & 60' E of NW corner Final 3 6 25.2 95.4 98 383 200' S & 100' E of NW corner Final 3 6 24.6 96.3 99 384 250' S & 200' E of NW corner Final 3 6 25.0 95.7 98 385 300' S & 300' E of NW corner Final 3 6 24.9 96.1 98 386 20' N & 60' E of SW corner Final 3 6 24.0 95.3 98 387 100' N & 300' E of SW corner Final 3 6 24.3 95.2 97 The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This repot[ is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. 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 matedals. ~FIELD DENSITY TESTING Client:Transwestern Commercial Services 'lrerfacon Project Number:94051418 Report Number: 94051418.0070 Field Test Data Probe Water Dry Unit Dry Unit Test Lift/ Mat. Depth Content Weight Weight No. Test Location Elev. No. (inches) (%) (pct') (% compaction) 388 150' N & 20' E of SW corner Final 3 6 23.9 96.1 98 389 200' N & 300' E of SW corner Final 3 6 24.1 95.8 98 390 300' N & 100' E of SW corner Final 3 6 24.5 96.3 99 391 250' N & 100' E of SW corner Final 3 6 24.4 95.7 98 392 20' N & 20' E of NW corner Final 3 6 24.4 95.2 97 393 100' N & 100' E of NW corner Final 3 6 24.8 94.9 97 394 150' N & 60' E of NW corner Final 3 6 24.0 94.7 97 395 200' N & 100' E of NW corner Final 3 6 24.6 95.1 97 396 250' N & 200' E of NW corner Final 3 6 25.1 94.8 97 397 300' N & 300' E of NW corner Final 3 6 24.5 95.4 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:ASTM D2922, ASTM D3017 Technician: Armando Rendon Field Results Repoded To: Superintendent Report Distribution: ~. (1) Transwestern Commercial Services (1) O*Brien & Assoc (1) Cityof Coppell TX (1) TechniStructures Reviewed by: J (1) City of Coppell TX H usselyl U. Abusaad, P.E. (1) Rogers O'Brien Construction Co Senior Project Manager The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This repor~ is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. 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. ,FIELD DENSITY TESTING Report Number: 94051418.0059 Service Date: January 11,2006 Client: Transwestern Commercial Services Attn: Jim Gaspard 5001 Spring Valley Rd Ste 600 W Dallas TX 75244 ' rerracon 8901 Carpenter Frwy, Ste #100 Dallas, Texas 75247 (214) 630-1010 Report Date: January 24, 2006 Project: AmberPoint Business Park Buildings 4, 5 and 6 505 South Royal Lane Coppell, TX Project No.: 94051418 Lab Test Data ~ments Material Information Material Laboratory No. Test Method Description and Classification Optimum Max. Lab Water Dry Unit Water Minimum Dry Content Weight Content Unit Weight (%) (pcf) (%) (% compaction) 1 514180001 ASTM D 698 Brown clay w/sand Field Test Data Test No. Test Location 19.0 101.2 -2/+2 95 Probe Water Dry Unit Dry Unit Lift/ Mat. Depth Content Weight Weight Elev. No. (inches) (%) (pc0 (% compaction) Storm Sewer, Line A 348 Sta. 2+50 6' BFG I 6 20.1 97.5 96 349 Sta. 2+50 5' BFG 1 6 19.4 98.3 97 4' BFG 1 6 19.8 98.0 97 350 Sta. 2+50 3' BFG 1 6 19.0 98.8 98 351 Sta. 2+50 2' BFG 1 6 19.5 99.2 98 352 Sta. 2+50 1' BFG 1 6 19.6 99.6 98 353 Sra. 2+50 354 Sta. 2+50 Final 1 6 20.2 99.2 98 5' BFG 1 6 20.0 99.4 98 355 Sta. 4+80 356 Sra. 4+80 4' BFG 1 6 19.5 99.9 99 357 Sta. 4+80 3'BFG 1 6 19.1 99.5 98 358 Sta. 4+80 2' BFG 1 6 19.4 99.7 99 359 Sra. 4+80 1' BFG 1 6 19.2 100.1 99 360 Sra. 4+80 Final 1 6 19.0 99.9 99 5' BFG 1 6 19.4 100.1 99 361 Sta. 2+50 4' BFG 1 6 19.0 99.5 98 362 Sra. 2+50 3' BFG 1 6 18.9 100.7 10o 363 Sra. 2+50 2' BFG 1 6 18.7 100,9 100 364 Sra. 2+50 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 consent of our company. 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 FIELD DENSITY TESTING Client:Transwestern Commercial Services rEfflill:13n Project Number:94051418 Report Number: 94051418.0059 Field Test Data Probe Water Dry Unit Dry Unit Test Lift/ Mat. Depth Content Weight Weight No. Test Location Elev. No. (inches) (%) (pc0 (% compaction) 365 Sra. 2+50 1' BFG 1 6 19.1 99.8 99 366 Sra. 2+50 Final I 6 19.0 99.6 98 367 Sra. 4+50 4' BFG 1 6 20.8 100.9 100 368 Sra. 4+50 3' BFG 1 6 20.5 101.0 100 369 Sta. 4+50 2' BFG 1 6 20.4 100.6 99 370 Sta. 4+50 1' BFG 1 6 20.9 100.4 99 371 Sra. 4+50 Final 1 6 19.9 101.2 100 Datum: BFG = below final 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 Technician: Armando Rendon Field Results Reported To: Superintendent Report Distribution: (1) Transwestern Commercial Services (1) O'Brien & Assoc ~ (1) City of Coppell TX (1) TechniStructures Reviewed by: . (1) city of coppell TX Hussein H. Abusaad, P.E, (1) Rogers O'Brien Construction Co Senior Project Manager 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 consent of our company. 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.