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Amberpoint BP 2R-LR060103FIELD DENSITY TESTING Report Number: 94051418.0033 Service Date: December 3(~ 2005 Client: Transwestern Commercial Services Attn: Jim Gaspard 5001 Spring Valley Rd Ste 600 W Dallas TX 75244 'lrerracon 8901 Carpenter Fwvy, Ste #100 Dallas, Texas 75247 (214) 630-1010 Report Date: January 03, 2006 Project: AmberPoint Business Park Buildings 4, 5 and 6 505 South Royal Lane Coppell, TX Project No.: 94051418 Material Information Lab Test Data Proiect Requirements Optimum Max. Lab Water Dry Unit Water Minimum Dry Material Laboratory Content Weight Content Unit Weight No. Test Method Description and Classification (%) (pcf) (%) (% compaction) 1. 514180001 ASTM D 698 Brown clay w/sand 19.0 101.2 >/= +3 93 2. 514180003 ASTM D 698 Reddish brown sandy clay 14.8 112.3 >/= +3 93 Field Test Data Probe Water Dry Unit Dry Unit Test Lift/ Mat. Depth Content Weight Weight No. Test Location Elevation No. (inches) (%) (pct') (% compaction) Building #4, Building Pad Moisture Conditioned 219 60' N & 25' W of SE corner 1' BFG 1 6 23.9 97.9 97 220 100' N & 45' W of SE corner 1' BFG 1 6 24.4 96.3 95 221 175' N & 90' W of SE corner 1' BFG 1 6 23.2 98.4 97 222 250' N & 60' W of SE corner 1' BFG 2 6 19.6 106.6 95 223 325' N & 75' W of SE corner 1' BFG 1 6 24.2 96.8 96 224 400' N & 35' W of SE corner 1' BFG 1 6 23.7 98.0 97 225 475' N & 50' W of SE corner 1' BFG 2 6 20.4 105.8 94 226 550' N & 80' W of SE corner 1' BFG 2 6 20.9 105.0 93 227 70' N & 110' W of SE comer SG 2 6 19.1 107.8 96 228 150' N & 150' W of SE corner SG 2 6 19.9 107.0 95 229 225' N & 180' W of SE corner SG 2 6 21.0 105.6 94 230 300' N & 140' W of SE corner SG 2 6 20.7 106.1 94 231 375' N & 125' W of SE corner SG 2 6 21.6 105.0 93 Datum: BFG = below final grade SG = subgrade 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 exclush/ely 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 'lrerracon Client:Transwestern Commercial Services Project Number:94051418 Report Number: 94051418.0033 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: Carlos D. Dotson Field Results Reported To: Superintendent Report Distribution: ~ (1) Transweslem Commercial Services (1) O'Brien & Assoc (1) Cityof Cop~ell 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. FIELD DENSITY TESTING Report Number: 94051418.0029 Service Date: December 28, 2005 Client: Transwestern Commercial Services Attn: Jim Gaspard 5001 Spring Valley Rd Ste 600 W Dallas TX 75244 Report Date: January 03, 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 Material Laboratory No. Test Method Description and Classification Lab Test Data Pmiect Requirements Optimum Max. Lab Water Dry Unit Water Minimum Dry Content Weight Content Unit Weight (%) (pcf) (%) (% compaction) 1. 514180003 ASTM D 698 Reddish brown sandy clay Field Test Data Probe Test Lift/ Mat. Depth No. Test Location Elevation No. (inches) 195 196 197 198 199 2OO 201 202 203 204 205 206 Datum: Building #4, Building Pad Moisture Conditioned 60' N & 20' W of SE corner 3' BFG 1 6 100' N & 40' W of SE corner 3' BFG 1 6 175' N & 80' W of SE corner 3'BFG 1 6 250' N & 30' W of SE corner 3' BFG 1 6 325' N & 60' W of SE corner 3' BFG 1 6 400' N & 90' W of SE comer 3' BFG 1 6 475' N & 50' W of SE corner 3' BFG 1 6 550' N & 75' W of SE corner 3' BFG 1 6 Retest of Test #196, dated 12/28/05 3' BFG 1 6 Retest of Test # 197, dated 12/28/05 3' BFG 1 6 Retest of Test # 198, dated 12/28/05 3' BFG 1 6 Retest of Test #202, dated 12/28/05 3' BFG 1 6 BFG = below final grade 14.8 112.3 >/= +3 93 Water Dry Unit Dry Unit Content Weight Weight (%) (pc0 (% compaction) 21.6 104.0 93 24.3 97.9 87 23.9 99.6 89 * 25.1 93.3 83 * 20.6 105.4 94 21.6 104.7 93 20.4 106.3 95 25.4 93.0 83 * 22.0 104.4 93 21.4 105.6 94 21.9 105.0 93 22.4 104,0 93 Comments: An asterisk {*) appears next to test results which do NOT meet the project specifications, 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 rnateriais. ,FIELD DENSITY TESTING 'lrerracon Client:Transwestem Commercial Services Project Number:94051418 Report Number: 9405'i418.0029 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: 35367 Technician: Carlos D. Dotson Field Results Reported To: Superintendent Report Distribution: (1) Tra~swestern Commercial Services (1) City of Coppe~l TX (1) City of Coppell TX (1) Rogers O'Brien Construction Co (1) O'Brlen & Assoc (1) TechniStructures Reviewed by: Hussein H. Abusaad, P.E. 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. CONCRETE COMPRESSIVE STRENGTH TEST Report Number: 94051418.0025 Service Date: December 23, 2005 Client: Transwestern Commercial Services Attn: Jim Gaspard 5001 Spdng Valley Rd Ste 600 W Dallas TX 75244 rerracon 8901 Carpenter Frwy, Ste #100 Dallas, Texas 75247 (214) 630-1010 Report Date: January 03, 2006 Project: AmberPoint Business Park Buildings 4, 5 and 6 505 South Royal Lane Coppell, TX Project No.: 94051418 Material Information Specified Strength: 4200 psi (~ 28 Days Batch Time: Plant: 1 Supplier: Redi-Mix Concrete Truck No: 136 Mix i.D. No.: 604 Water Added Onsite Before Test: 10Gallons Water Added Onsite After Test: Field Test Data Test Ticket No: 159614 0 Gallons Result Slump, inches: 1.00 Air Content, %: 3.8 Concrete Temperature,° F: 73 Ambient Temperature, o F: 63 Plastic Unit Weight, pcf: 148.8 Laboratory Test Data set Specimen Diameter Area No. ID (inches) (sq. inches) 1 1 6.00 28.27 Sample Information sample Time: 2:43 Date Cast: December 23, 2005 Technician: Burl E. Thomas Weather Conditions:Clear Accumulative Yards: 8 Placement Method: Bucket Sample Locations: Line SR/1, Sta. 2+83 Placement Location: Manhole Specification Test Method ASTM C143 ASTM C231 ASTM C1064 ASTM C1064 ASTM c138 Age at Maximum Compressive Date Test Load Strength Tested (days) (lbs) (psi) 12/30/2005 7 163,960 5,800 1 2 01/20/2006 28 1 3 01/20/2006 28 Services - Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength samples. Technician: Burl E. Thomas Repeal Distribution: ~ (1) Transwestern Commercial Services (1) O'Brien & Assoc (1) City of Ceppell TX (1) TechniStructures Reviewed by: (1) City of Coppell TX Husse~n 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 ere 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 °~ PDR/R01F~t~re~e¥ FIELD DENSITY TESTING Report Number: 94051418.0030 Service Date: December 29, 2005 ']rerracon 8901 Carpenter Frwy, Ste #100 Dallas, Texas 75247 (214) 630-1010 Client: Transwestern Commercial Services Attn: Jim Gaspard 5001 Spring Valley Rd Ste 600 W Dallas TX 75244 Report Date: January 03, 2006 Project: AmberPoint Business Park Buildings 4, 5 and 6 505 South Royal Lane Coppell, TX Project No.: 94051418 Material Information Lab Test Data Project Requirements Optimum Max. Lab Water Dry Unit Water Minimum Dry Material Laboratory Content Weight Content Unit Weight No. Test Method Description and Classification (%) (pcO (%) (% compaction) 1. 514180001 ASTM D 698 Brown clay w/sand 19.0 101.2 >/= +4 92 2. 514180003 ASTM D 696 Reddish brown sandy clay 14.8 112.3 >/= +4 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 207 60' N & 25' W of SE corner 2' BFG 1 6 23.8 96~1 95 208 100' N & 45' W of SE corner 2' BFG 1 6 23.3 98.2 97 209 175' N & 90' W of SE corner 2' BFG 1 6 24.1 95.4 94 210 250' N & 60' W of SE corner 2'BFG 2 6 19.9 107.3 96 211 325' N & 75' W of SE corner 2' BFG 1 6 23.6 97.0 96 212 400' N & 35' W of SE corner 2' BFG 1 6 24.5 94.4 93 213 475' N & 50' W of SE corner 2'BFG 2 6 21.7 104.9 93 214 550' N & 80' W of SE corner 2'BFG 2 6 20.9 106.0 94 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~,STM D2922, ASTM D3017 Technician: Carlos D. Dotson Field Results Reported To: Superintendent Report Distribution: ~ (1) Transwestern Commercial Sel~ices (1) O*Brien & Assoc (1) City of Coppel[ TX (1) TechniStructures Reviewed by: (1) City of Co@pel[ TX Hussein H. Abusaad, P E. (1) Rogers O'Brien Construclion Co Senior Project Manager 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 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: 94051418.0031 Service Date: December 29, 2005 Client: Transwestern Commercial Services Attn: Jim Gaspard 5001 Spring Valley Rd Ste 600 W Dallas TX 75244 Report Date: January 03, 2006 Project: Project No.: '1 rerracon 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 Lab Test Data Project Requirements Optimum Max. Lab Water Dry Unit Water Minimum Dry Material Laboratory Content Weight Content Unit Weight No. Test Method Description and Classification (%) (pct~ (%) (% compaction) 1. 514180002 ASTM D 698 Tan clayey sand 12.4 118.0 -1/+3 95 Field Test Data Probe Water Dry Unit Dry Unit Test Lift/ Mat. Depth Content Weight Weight No. Test Location Elevation No. (inches) (%) (pcf) (% compaction) 8" Sanitary Sewer, Line S 215 Sta. 2+20 3' BFG 1 6 13.0 117.0 99 216 sra. 2+20 2' BFG 1 6 13.4 116.4 99 217 Sta. 2+20 1' BFG 1 6 12.9 117.7 100 218 Sta. 2+20 Final 1 6 13.6 116.0 98 Datum: BFG = below final grade 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: Carlos D. Dotson Field Results Reported To: Superintendent Report Distribution: ~ (1) Transwestem Commercial Se~ices (1) O'Brien & Assoc (1) City of Coppeil TX (1) TechniStructures Reviewed by: _ (1) city of Coppell TX Husaein 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: 94051418.0032 Service Date: December 27, 2005 Client: Transwestern Commercial Services Attn: Jim Gaspard 5001 Spring Valley Rd Ste 600 W Dallas TX 75244 'lrerracon 8901 Carpenter Frvvy, Ste #100 Dallas, Texas 75247 (214) 630-1010 Report Date: January 03, 2006 Project: AmberPoint Business Park Buildings 4, 5 and 6 505 South Royal Lane Coppell, TX Project No.: 94051418 Material Information Lab Test Data Proiect Requirements Optimum Max. Lab Water Dry Unit Water Minimum Dry Material Laboratory Content Weight Content Unit Weight No. Test Method Description and Classification (%) (pc0 (%) (% compaction) 1. 514180002 ASTM D 698 Tan clayey sand 12.4 118.0 -2/+2 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 Line, SR1 192 Sta. 1+80 2' BFG 1 6 13.9 115.8 98 193 Sta. 1+80 1' BFG 1 6 14.1 115.0 97 194 Sta. 1+80 Final 1 6 12.8 117.0 99 Datum: BFG = below final grade 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:ASTM D2922, ASTM D3017 Gauge ID: 35367 Technician: Carlos D. Dotson Field Results Reported To: Superintendent Report Distribution: (1) Transwestem Commercial Services (1) City of Coppell TX (1) City of Coppel~ TX (1) Rogers O'Brien Construction Co (1) O'Brien & Assoc (1) TechniStructures Reviewed by: Hussein H. Abusaad, P.E 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.