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Amberpoint BP 2R-LR051227FIELD DENSITY TESTING Report Number: 94051418.0018 Service Date: December 19, 2005 'lrerracon 8901 Carpenter Frwy, Ste #100 Dallas, Texas 75247 (214) 630-1010 Client: Transwestem Commercial Services Attn: Jim Gaspard 5001 Spring Valley Rd Ste 600 W Dallas TX 75244 Report Date: Project: Project No.: December 27, 2005 AmberPoint Business Park Buildings 4, 5 and 6 505 South Royal Lane CoppeJl, TX 94051418 Material Information Lab Test Data Optimum Max. Lab Water Dry Unit Water Minimum Dry Material Laboratory Content Weight Content Unit Weight No. Test Method Description and Classification (%) (pct') (%) (% compaction) Project Requirements 1. 514180001 ASTM D 698 Brown clay w/sand 19~0 101.2 >/= Opt. 95 2. 514180001 ASTM D 698 Brown clay w/sand 19.0 101.2 >/= +3 93 Field Test Data Probe Water Dry Unit Dry Unit Test Lif',J Mat, Depth Content Weight Weight Elevation No. (inches) (%) (pct) (% compaction) No. Test Location Building Pad, Building #4 110 20' S & 20' E of NW comer Subgrade I 6 19.1 100.4 99 111 20' S & 20' E of NW corner 4'BFG 2 6 23.7 95.7 95 112 100' S & 100' E of NW corner Subgrade 1 6 19.4 100.0 99 113 100' S & 100' E of NW comer 4'BFG 2 6 23.9 95.8 95 114 200' S & 200' E of NW corner Subgrade 1 6 19.8 101.0 100 115 200' S & 200' E of NW comer 4'BFG 2 6 23.4 95.0 94 116 200' S & 250' E of NW corner Subgrade 1 6 19.0 100.7 100 117 200' S & 250' E of NW corner 4' BFG 2 6 23.1 95.6 94 118 280' S & 100' E of NW corner Subgrade 1 6 19.5 101.1 100 119 280' S & 100' E of NW corner 4'BFG 2 6 23.7 95.9 95 120 280' S & 200' E of NW corner Subgrade 1 6 20.4 100.5 99 121 280' S & 200' E of NW corner 4' BFG 2 6 23.9 95.2 94 122 20' S & 20' E of NW corner 3' BFG 2 6 24.6 95.9 95 123 100' S & 100' E of NW corner 3'BFG 2 6 24.1 95.7 95 124 200' $ & 200' E of NW corner 3' BFG 2 6 24.3 94.8 94 125 200' S & 250' E of NW corner 3' BFG 2 6 23.9 95.2 94 126 200' S & 100' E of NW comer 3'BFG 2 6 24.0 95.0 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 consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarih/indicative of the properties of other apparently similar or identical materials. Page I of 2 FIELD DENSITY TESTING 'irerracon Client:Transwestem Commercial Services Project Number:94051418 Report Number: 94051418.0018 Field Test Data Probe Water Dry Unit Dry Unit Test LiftJ Mat. Depth Content Weight Weight No. Test Location Elevation No. (inches) (%) (pcf) (% compaction) 127 280' S & 200' E of NW corner Datum: BFG = below final grade 3' BFG 2 6 23.7 94.9 94 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'Bden & Assoc (1) City of Coppell TX (1) TechniStructures Reviewed by: (1) City of Coppell TX (1) Rogers O'Brien Construction Co Huesein 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 shal~ ~lot 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: 94051418.0011 Service Date: December 13, 2005 'lrerracon 8901 Carpenter Fp, vy, 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: Project: Project No.: December 27, 2005 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 Protect Requirements Optimum Max. Lab Water Dry Unit Water Minimum Dry Content Weight Content Unit Weight (%) (pct') (%) (% compaction) 1. 514180001 ASTM D 698 2. 514180003 ASTM D 698 Brown clay w/sand Reddish brown sandy clay 19.0 101.2 >/= Opt. 95 14.8 112.3 >/= +3 93 Field Test Data Test NO. Probe Water Dry Unit Dry Unit Lift/ Mat. Depth Content Weight Weight Test Location Elevation No. (inches) (%) (pcO (% compaction) Building Pad, Building #4 23 200' N & 250' E of SW corner 2' BFG 2 6 19.8 105.3 94 24 200' N & 250' E of SW corner 1' BFG 2 6 19.5 105.0 93 Pavement 25 10' S & 500' E of SW corner of Building 5' BFG 1 6 20.6 100.4 99 #4 26 10' S & 500' E of SW corner of Building 4' BFG 1 6 20.8 100.1 99 27 10' S & 20' W of SE corner of Building #4 5'BFG 1 6 21.2 99.3 98 28 10' S & 20' W of SE comer of Building ¢,4 4'BFG 1 6 20.6 99.9 99 Datum: BFG = below final grade Comments: Test results on this report meet project specification, compa~on material moisture Services- Perform in-place density and moisture conte.~e~s to determine d~e~ of and condition. ~'~ Technician: Armando Rendon Field Results Reported To: Superintendent Report Distribution: (1) Transwestern Commercial Services (1) Cily of Coppell TX (1) Cily of Coppell TX (1) Rogers O'Brien Construction Co (1) O'Brien & Assoc (1) TechniStructures 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. FIELD DENSITY TESTING Report Number: 94051418.0010 Service Date: December 12, 2005 'lrerracon 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: December 27, 2005 Project: AmberPoint Business Park Buildings 4, 5 and 6 505 South Royal Lane Coppell, TX Project No.: 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. 514180001 ASTM D 698 Brown clay with sand Field Test Data Probe Test Lift/ Mat. Depth No. Test Location Elevation No. (inches) Pavement, Fire Lane 21 40' S & 580' E of SW corner of building 22 40' S & 500' E of SW corner of building Datum: BFG = below final grade 19.0 101.2 -2/+2 95 Water Dry Unit Dry Unit Content Weight Weight (%) (pcf) (% compaction) 5' BFG 1 6 20.6 100.1 99 5' BFG 1 6 20.8 100.4 99 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: Armando Rendon Field Results Repoded To: Superintendent Report Distribution: ~ (I) Transwestem 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. FIELD DENSITY TESTING Report Number: 94051418.0009 Service Date: December 10, 2005 ']rerracon 8901 Carpenter Frwy, Ste #100 Dallas, Texas 75247 (214) 630-1010 Client: Transwestem Commercial Services Attn: Jim Gaspard 5001 Spring Valley Rd Ste 600 W Dallas TX 75244 Report Date: December 27, 2005 Project: AmberPoint Business Park Buildings 4, 5 and 6 505 South Royal Lane Coppell, TX Project No.: 94051418 Material Information Material Laboratory No. Test Method Description and Classification Lab Test Data Proiect Requirements 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 2. 514180001 ASTM D 698 Brown clay w/sand Field Test Data Probe Test LiftJ Mat. Depth No. Test Location Elevation No. (inches) Building Pad, Building #4 17 200' S & 300' E of NW corner Subgrade 1 6 18 250' S & 400' E of NW corner Subgrade 1 6 Pavement, Fire Lane 19 20' S & 300' E of SW corner of Building 4'BFG 2 6 20 20' S & 350' E of SW corner of Building 4' BFG 2 6 Datum: BFG = below final grade 19.0 101.2 >/= +3 93 19.0 101.2 -2/+2 95 Water Dry Unit Dry Unit Content Weight Weight (%) (pcf) (% compaction) 23.2 96.0 95 23.4 95.7 95 19.1 99.4 98 19.6 99.8 99 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: Armando Rendon Field Results Reported To: Superintendent Report Distribution: (1) Transw~stern Commercial Sen/ices (1) O'Brien & Assoc ~.~ / (1) City of Coppell TX (1) TechniStructures Reviewed by: (1) City of Coppell TX busaad, 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: 94051418.0008 Service Date: December 9, 2005 '1 rr con 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: December 27, 05 Project: AmberPoint Business Park Buildings 4, 5 and 6 505 South Royal Lane Coppell, TX Project No.: 94051418 Material Information Material Laboratory No. Test Method Description and Classification Lab Test Data Project Requirements 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 2. 514180003 ASTM D 698 Reddish brown sandy clay Field Test Data Probe Test Lift/ Mat. Depth No. Test Location Elevation No. (inches) Pavement, Fire Lane 11 20' W & 100' N of SW corner of building 4'BFG 1 6 12 20' W & 100' N of SW corner of building 3'BFG 1 6 13 20' W & 100' N of SW corner of building 2'BFG 1 6 14 20' W & 100' N of SW comer of building I'BFG 1 6 Building Pad, Building #4 15 10' N & 10' E of SW corner of building Subgrade 2 6 Pavement, Fire Lane 16 30' S & 80' W of SE corner of building 2'BFG 1 6 Datum: BFG = below final grade 19.0 101.2 -2/+2 95 14.8 112.3 >/= +3 93 Water Dry Unit Dry Unit Content Weight Weight (%) (pct') (% oompaction) 21.7 * 96.9 96 21.9 * 97.1 96 22.0 * 96.9 96 21.5 * 97.3 96 14.9 * 110.4 98 19.8 98.4 97 Comments: An asterisk (*) appears next to test results which do NOT meet the project specifications, NOTE: Recommend passing for Test Nos. 11, 12, 13 and 14 for moisture content. 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) Transwestem Commercial Sewices (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. FIELD DENSITY TESTING Report Number: 94051418.0017 Service Date: December 17, 2005 'lrefracon 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: December 27, 2005 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 (%) (pcf) (%) (% compaction) 1. 514180001 ASTM D 698 Brown clay w/sand 19.0 101.2 >/= +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) Building Pad, Building #4 97 10' N & 10' E of SE corner I'BFG 1 6 24.6 96.0 95 98 10' N & 140' E of SE corner 1' BFG 1 6 24.8 95.9 95 99 100' N & 30' E of SE corner I'BFG 1 6 24.0 95.1 94 100 200' N & 100' E of SE corner 1' BFG 1 6 24.2 95.4 94 101 300' N & 200' E of SE corner 1' BFG 1 6 24.4 95.2 94 102 100' N & 100' E of SE comer 1' BFG 1 6 23.9 94.7 94 103 100' N & 200' E of SE corner 1' BFG I 6 24.6 94.9 94 104 200' N & 200' E of SE corner 1' BFG 1 6 24.3 94.7 94 105 200' N & 300' E of SE corner 1' BFG 1 6 24.9 94.4 93 106 200' N & 400' E of SE corner 1' BFG 1 6 23.7 94.8 94 107 300' N & 100' E of SE corner 1' BFG 1 6 24.1 95.8 95 108 300' N & 500' E of SE corner 1' BFG 1 6 23.9 95.9 95 109 300' N & 400' E of SE corner 1' BFG 1 6 24.3 94.2 93 Datum: BFG = below final grade 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 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 'lrerracan Client:Transwestern Commercial Services Project Number:94051418 Report Number: 94051418.0017 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: Contractor Report Distribution: ~ (1) Transw~stern 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 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: 94051418.0016 Service Date: December 18, 2005 'irerracon 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: December 27, 2005 Project: AmberPo[nt Business Park Buildings 4, 5 and 6 505 South Royal Lane Coppell, TX Project No.: 94051418 Material Information Material Laboratory No. Test Method Description and Classification Lab Test Data Prelect Requirements 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 19.0 101.2 -2/+2 95 2. 514180003 ASTM D 598 Reddish brown sandy clay 14.8 112.3 -2/+2 95 3. 514180001 ASTM D 698 Brown clay w/sand 19.0 101.2 >/= +3 93 4. 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) (%) (pcf) (% compaction) Storm Sewer Line, Line A 78 Sta. 21+00 5' BFG 1 6 20.4 97.2 96 79 Sta. 21+00 4' BFG 1 6 21.0 97.0 96 80 Sta. 21+00 3' BFG 1 6 20.8 97.9 97 81 Sra. 21+00 2' BFG 1 6 20.6 98.2 97 82 Sta. 21+00 1' BFG 1 6 20.4 98.1 97 83 Sta. 21+00 Final 1 6 20.5 98.6 97 Building Pad, Buiding #4 84 10' N & 10' E of SE corner 2' BFG 3 6 23.1 97.1 96 85 10' N & 140' E of SE corner 2' BFG 3 6 23.5 97.4 96 86 100' N & 30' E of SE comer 2'BFG 3 6 23.0 97.6 96 87 200' N & 100' E of SE corner 2' BFG 3 6 24.2 97.0 96 88 300' N & 200' E of SE corner 2' BFG 3 6 24.5 96.3 95 89 100' N & 100' E of SE corner 2'BFG 3 6 24.9 95.8 95 90 100' N & 200' E of SE corner 2'BFG 3 6 24.6 95.1 94 91 200' N & 200' E of SE corner 2' BFG 3 6 24.3 95.4 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 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: 94051418.0016 Field Test Data Probe Water Dry Unit Dry Unit Test Lift/ Mat. Depth Content Weight Weight No. Test Location Elevation No. (inches) (%) (pc0 (% compaction) 92 200' N & 300' E of SE corner 2' BFG 3 6 24.7 94.9 94 93 200' N & 400' E of SE corner 2' BFG 3 6 24.8 94.7 94 94 300' N & 100' E of SE corner 2' BFG 3 6 24.2 95.0 94 95 300' N & 300' E of SE corner 2' BFG 3 6 25.1 94.6 93 96 300' N & 400' E of SE corner 2' BFG 3 6 25.4 94.2 93 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) TechniStructure$ Reviewed by: (1) Cityof Coppell TX ~ v (1) Rogers O'Brien Conslruction Co 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. FIELD DENSITY TESTING Report Number: 94051418.0015 Service Date: December 15 2005 'lrerracon 8901 Carpenter Frwy, Ste #100 Dallas, Texas 75247 (214) 630-1010 Client: mranswestern Commercial Services Attn: Jim Gaspard 5001 Spring Valley Rd Ste 600 W Dallas TX 75244 Report Date: December 27, 2005 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. 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) (%) (pcO (% compaction) Building Pad, Building #4 52 10' N & 10' E of SE corner 4'BFG 1 6 22.4 99.4 98 53 10' N & 140' E of SE corner 4'BFG 1 6 22.1 94.9 94 54 100' N & 30' E of SE corner 4'BFG 1 6 22.7 95.2 94 55 200' N & 100' E of SE corner 4' BFG 1 6 23.4 95.8 95 56 300' N & 200' E of SE corner 4' BFG 1 6 23.2 95.4 94 57 100' N & 100' E of SE comer 4'BFG 1 6 23.1 95.7 95 58 100' N & 200' E of SE corner 4'BFG 1 6 24.5 95.3 94 59 200' N & 200' E of SE comer 4' BFG 1 6 24.0 95.8 95 60 200' N & 300' E of SE comer 4' BFG 1 6 24.3 95.5 94 61 200' N & 400' E of SE corner 4' BFG 1 6 23.9 94.9 94 62 300' N & 100' E of SE corner 4' BFG 1 6 24.1 95.0 94 63 300' N & 300' E of SE corner 4' BFG 1 6 24.5 95.6 94 64 300' N & 400' E of SE corner 4' BFG 1 6 24.2 95.3 94 65 10' N & 10' E of SE corner 3'BFG 2 6 17.9 106.6 95 66 10' N & 140' E of SE corner 3' BFG 2 6 18.5 106.0 94 67 100' N & 30' E of SE corner 3'BFG 2 6 18.1 105.3 94 68 200' N & 100' E of SE corner 3' BFG 1 6 23.7 95.4 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 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: 94051418.0015 Field Test Data Probe Water Dry Unit Dry Unit Test Lift/ Mat. Depth Content Weight Weight No. Test Location Elevation No. (inches) (%) (pct~ (% compaction) 69 300' N & 200' E of SE corner 3' BFG 1 6 23.9 95.0 94 70 100' N & 100' E of SE corner 3' BFG 1 6 23.4 95.7 95 71 100' N & 200' E of SE corner 3' BFG 1 6 23.8 95.1 94 72 200' N & 200' E of SE corner 3' BFG 1 6 23.0 94.9 94 73 200' N & 300' E of SE corner 3' BFG 1 6 22.8 95.6 94 74 200' N & 400' E of SE corner 3' BFG 1 6 23.4 95.2 94 75 300' N & 100' E of SE corner 3' BFG 1 6 23.7 95.3 94 76 300' N & 300' E of SE corner 3' BFG 1 6 23.5 95.6 94 77 300' N & 400' E of SE corner 3' BFG 1 6 24.1 94.4 93 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) Oily 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. FIELD DENSITY TESTING Report Number: 94051418.0014A Service Date: December 14, 2005 'lrerracon 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: December 27, 2005 Project: AmberPoint Business Park Buildings 4, 5 and 6 505 South Royal Lane Coppell, TX Project No.: 94051418 Material Information Material Laboratory No. Test Method Description and Classification Lab Test Data Proiect Requirements 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 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 Pad, Building #4 39 10' N & 10' E of SE corner 5' BFG 1 6 23.7 96.6 95 40 10' N & 140' E of SE corner 5' BFG 1 6 23.4 96.9 96 41 100' N & 30' E of SE corner 5'BFG 1 6 24.0 95.7 95 42 200' N & 100' E of SE corner 5'BFG 1 6 23.8 96.0 95 43 300' N & 200' E of SE corner 5' BFG 1 6 24.8 95.5 94 44 100' N & 100' E of SE corner 5' BFG 1 6 24.5 95.3 94 45 100' N & 200' E of SE corner 5' BFG 1 6 23.2 95.4 94 46 200' N & 200' E of SE confer 5' BFG 1 6 23.5 95.3 94 47 200' N & 300' E of SE corner 5' BFG 1 6 23.1 95.8 95 48 200' N & 400' E of SE corner 5' BFG 1 6 23.9 95.0 94 49 300' N & 100' E of SE corner 5' BFG 2 6 19.4 105.6 94 50 300' N & 300' E of SE corner 5'BFG 2 6 19.2 105.9 94 51 300' N & 400' E of SE corner 5' BFG 2 6 18.9 106.3 95 Datum: BFG = below final grade 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 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 'lrefracon Client:Transwestem Commemial Services Project Number:94051418 Report Number: 94051418.0014A 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 CoppeJl TX (1) TechniStructures Reviewed by: (1) City of Coppell TX (I) Rogers O'Brien Construction CO busaad, 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 clienl 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.