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Amberpoint BP-LR020322 (2)FIELD DENSITY TESTING Report Number: 94021029.0138 Service Date: March 13, 2002 8901 Carpenter F~/~y., Suite #100 Dallas, Texas 75247 (214) 630-1010 Client: Transwestern Commercial Services Attn: Jim Gaspard 5001 Spring Valley Rd. Suite 600W Dallas TX 75244 Report Date: Mamh 22, 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 Project Requirements Optimum Max. Lab Water Water Dry Unit Content Minimum Dry Content Weight Range Unit Weight (%) (pcf) (%) (% compaction) 1. 210290099 ASTM D-698 Dk & med brown, tan & It brown clay Field Test Data Probe Test Lift/ Mat. Depth No. Test Location Elevation No. (inches) Water Line 140 47' E of grid line Q/9 141 47' E of grid line Q/9 142 47' E of grid line Q/11 143 47' E of grid line Q/11 144 92' N of grid line O/11 145 92' N of grid line O/11 146 92' N of grid line M/11 147 92' N of grid line M/11 148 92' N of grid line K/11 149 92' N of grid line K/11 150 92' N of grid line I/11 151 92' N of grid line I/11 24.6 92.3 -1/+3 95 Water Dry Unit Dry Unit Content Weight Weight (%) (pc0 (% compaction) 1st 1 6 25.2 89.6 97 2nd/Final 1 6 26.3 90.4 98 1st 1 6 24.7 88.6 96 2nd/Final 1 6 24.9 89.2 97 1st 1 6 23.9 89.1 97 2nd/Final 1 6 24.1 90.4 98 1st 1 6 24.9 90.9 98 2nd/Final 1 6 24.7 89.2 97 1st 1 6 25.3 91.3 99 2nd/Final 1 6 25.6 90.6 98 1st 1 6 24.8 88.4 96 2nd/Final 1 6 24.1 89.6 97 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: Principal The tests were per[ormed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This reper[ is exclusively for the use of the client indicated above and shall not bo 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: 94021029.0124 Service Date: Mamh 12, 2002 8901 Carpenter Frwy., Suite #100 Dallas, Texas 75247 (214) 630-1010 Client: Transwestern Commercial Services Attn: Jim Gaspard 5001 Spring Valley Rd. Suite 600W Dallas TX 75244 Report Date: March 22, 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. 210290099 ASTM D-698 Dk & med brown, tan & it brown clay 24.6 92.3 -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) (%) (pc0 (% compaction) Water Line 134 47' E of grid line Q/3 1st 1 6 25.7 90.6 98 135 47' E of grid line Q/3 2nd/Final 1 6 26.1 92.1 100 136 47' E of grid line Q/5 1st 1 6 26.3 91.0 99 137 47' E of grid line Q/5 2nd/Final 1 6 25.2 92.3 100 138 47' E of grid line Q/7 1 st 1 6 24.8 90.6 98 139 47' E of grid line Q/7 2nd/Final 1 6 24.3 91.9 100 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: 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 bo reproduced except in full without the written approval of Terracon. Test resutts transmitted herein are only applicable to the actual samples tested at the location(s} referenced and are not necessarily indicative of the properlies of other apparently similar or identical materials REPORT OF DAILY FIELD ACTIVITIES Report Number: 94021029.0114 Service Date: March 8, 2002 8901 Carpenter Frwy., Suite #100 Dallas, Texas 75247 (214) 630-1010 Client: Transwestern Commercial Services Attn: Jim Gaspard 5001 Spring Valley Rd. Suite 600W Dallas TX 75244 Report Date: March 22, 2002 Project: Amberpoint Building No. 1 Amberpoint Bus. Pk. ~ Coppell Coppell, Texas Project Number: 94021029 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 placement of the first lift of the 2 foot overburden on the building pad from lines 1.5 to Q and 7 to 11. The contractor had laborers removing the roots and debris from the incoming stockpile material. 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 lnsurance Reviewed by: HBC E n~rr~ 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 wdffen 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. FIELD DENSITY TESTING Report Number: 94021029.0108 Service Date: March 7, 2002 8901 Carpenter Frwy,, Suite #100 Dallas, Texas 75247 (214) 630-1010 Client: Transwestern Commercial Services Attn: Jim Gaspard 5001 Spring Valley Rd. Suite 600W Dallas TX 75244 Report Date: March 22, 2002 Project: Amberpoint Building No. 1 Amberpoint Bus. Pk. @ Coppell Coppell, Texas Project Number: 94021029 Material Information Lab Test Data Pmjecl Requirements Optimum Max. Lab Water Water Dry Unit Content Minimum Dry Material Laboratory Content Weight Range Unit Weight No. Test Method Description and Classification (%) (pc0 (%) (% compaction) 1. 210290004 ASTM D-698 Dk brown clay 22.4 99.9 =/> +3 92 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 75 Grid line L.5/10.5 At Grade 1 6 27.3 93.3 93 76 Grid line M.5/10.5 At Grade 1 6 28.6 94.5 95 77 Grid line N.5/10.5 At Grade 1 6 27.9 92.7 93 78 Grid line O.5/10.5 At Grade 1 6 26.4 93.6 94 79 Grid line P.5/10.5 At Grade 1 6 26.9 92.4 92 80 Grid line P/9.5 At Grade 1 6 27.3 96.3 96 81 Grid line 0/9.5 At Grade 1 6 26.2 92.7 93 82 Grid line N/9.5 At Grade 1 6 27.7 92.9 93 83 Grid line M/9.5 At Grade 1 6 25.8 94.7 95 84 Grid line L.5/8 At Grade 1 6 26.4 94.8 95 85 Grid line M.5/8 At Grade 1 6 26.3 94.9 95 86 Grid line N.5/8 At Grade 1 6 27.3 95.1 95 87 Grid line 0.5/8 At Grade 1 6 28.2 94.0 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~,STM D2922, ASTM D3017 Gauge ID: Field Results Reported To: Contractor, Gill 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 Engi~'~ 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. FIELD DENSITY TESTING Report Number: 94021029.0107 Service Date: March 6, 2002 89Ol Carpenter Frwy., Suite #100 Dallas, Texas 75247 (214) 630-1010 Client: Transwestern Commercial Services Attn: Jim Gaspard 5001 Spring Valley Rd. Suite 600W Dallas TX 75244 Report Date: March 22, 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 (%) (pc~ (%) (% compaction) 1. 210290099 ASTM D-698 Dk & med brown, tan & It brown clay 24.6 92.3 -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) Water Line 69 99' S of grid line M/1 1 st 1 6 25.8 91.4 99 70 99' S of grid line M.1/1 2nd 1 6 24.9 90.6 98 71 99' S of grid line M.2/1 3rd/Final 1 6 23.9 89.4 97 72 99' S of grid line O/1 1st 1 6 24.3 88.7 96 73 99' S of grid line O.1/1 2nd 1 6 25.2 89.6 97 74 99' S of grid line O.2/1 3rd/Final 1 6 26.4 89.2 97 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) 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 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 bo 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. REPORT OF SELECT FILL MATERIAL MEETING Report Number: 94021029.0104 Service Date: March 5, 2002 8901 Carpenter Frwy., Suite #100 Dallas, Texas 75247 (214) 630-1010 Client: Transwestern Commercial Services Attn: Jim Gaspard 5001 Spring Valley Rd. Suite 600W Dallas TX 75244 Report Date: March 22, 2002 Project: Amberpoint Building No. 1 Amberpoint Bus. Pk. @ Coppell Coppell, Texas Project Number: 94021029 Services: Select fill material meeting. On this date, an HBC Engineering technician arrived at the above referenced jobsite as scheduled for a meeting regarding the select fill material. HBC's technician and representatives from Hill & Wilkinson and Gill Excavation attended the meeting. This meeting was to discuss the select fill material and the Plasticity Index to determine whether or not to use the select fill material brought in from the pond area. Technician: Brad Rengstofff Report Distribution: (1) Transwestern Commercial Services (1) O'Brien & Associates Inc (1) TechniSttuctures 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 Engi~J/ Eugene Harbour Principal 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 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. FIELD DENSITY TESTING Report Number: 94021029.0098 Service Date: March 5, 2002 8901 Carpenter FAYy., Suite #100 Dallas, Texas 75247 (214) 630-1010 Client: Transwestern Commercial Services Attn: Jim Gaspard 5001 Spring Valley Rd. Suite 600W Dallas TX 75244 Report Date: March 22, 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 (%) (pc0 (%) (% compaction) 1. 210290004 ASTM D-698 Dk brown clay 22.4 99.9 =/> +3 92 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 59 Grid line t/10 At Grade 1 6 26.9 93.1 93 60 Grid line J/10 At Grade I 6 27.1 94.6 95 61 Grid line KJ10 At Grade 1 6 26.3 93.8 94 62 Grid line H.5/9 At Grade 1 6 27.1 92.7 93 63 Grid line 1.5/9 At Grade 1 6 26.6 92.9 93 64 Grid line J.5/9 At Grade 1 6 25.8 93.6 94 65 Grid line K.5/9 At Grade 1 6 26.3 93.2 93 66 Grid line I/8 At Grade 1 6 27.3 94.2 94 67 Grid line J/8 At Grade 1 6 26.3 94.8 95 68 Gdd line K/8 At Grade 1 6 27.1 93.7 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 matedal moisture condition. Field Test Method;ASTM D2922, ASTM D3017 Gauge ID: Field Results Reported To: Contractor Technician: Brad Rengstorff Report Distribution: (1) Traeswestern 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~ 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 transm~ed herein ara 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: 94021029.0126 Service Date: March 14, 2002 8901 Carpenter Frwy., Suite #100 Dallas, Texas 75247 (214) 630-1010 Client: Transwestern Commercial Services Attn: Jim Gaspard 5001 Spring Valley Rd. Suite 600W Dallas TX 75244 Report Date: March 22, 2002 Project: Amberpoint Building No. 1 Amberpoint Bus. Pk. @ Coppell Coppell, Texas Project Number: 94021029 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 (%) (pc0 (%) (% compaction) 1. 210290099 ASTM D-698 Dk & med brown, tan & It brown clay 24.6 92.3 -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) Water Line 152 92' N of grid line G/11 1st 1 6 25.9 88.7 96 153 92' N of grid line G/11 2nd/Final 1 6 26.1 89.2 97 154 92' N of grid line E/tl 1st 1 6 24.3 88.6 96 155 92' N of grid line El11 2nd/Final 1 6 24.9 89.9 97 156 92' N of grid line C/11 1st 1 6 25.8 90.4 98 157 92' N of grid line C/11 2nd/Final 1 6 26.2 91.7 99 158 92' N of grid line A/11 1st 1 6 26.1 88.7 96 159 92' N of grid line A/11 2nd/Final 1 6 26.9 88.4 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~,STM D2922, ASTM D3017 Gauge ID: Field Results Reported To: ContractodBrian Technician: Brad Rengstorff Report Distribution: (1) Transwestern Commercial Services (1) O'Bden & Associates Inc (1) TechniStractures 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: 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 wdtten approval of Terracon. Test results transmitted herein are only appricable to the actual samples tested at the location(s) referenced and are not necesaarily indicative of the properties of other apparently similar or identical materials. FIELD DENSITY TESTING Report Number: 94021029.0117 Service Date: March 9, 2002 8901 Carpenter Frwy., Suite #100 Dallas, Texas 75247 (214) 630-1010 Client: Transwestern Commercial Services Attn: Jim Gaspard 5001 Spring Valley Rd. Suite 600W Dallas TX 75244 Report Date: March 22, 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 Pmiect Requirements Optimum Max. Lab Water Water Dry Unit Content Minimum Dry Content Weight Range Unit Weight (%) (pcf) (%) (% compaction) 1. 210290004 ASTM D-698 Dk brown day 22.4 99.9 =/> +3 92 Field Test Data Probe Water Dry Unit Dry Unit Test Lift/ Mat. Depth Content Weight Weight No. Test Location Elevation No. (inches) (%) (pc0 (% compaction) Moisture Conditioned Pad 88 Grid tine 1.5/10.5 1st 1 6 26.4 94.7 95 89 Grid line J.5/10.5 1st 1 6 27.3 95.3 95 90 Grid line K.5/10.5 1st 1 6 26.9 94.4 94 91 Grid line L.5/10.5 1st 1 6 27.4 93.6 94 92 Grid line M.5/10.5 1st 1 6 27.8 92.7 93 93 Grid line N.5/10.5 1st 1 6 28.2 92.1 92 94 Grid line O.5/10.5 __ 1st 1 6 27.3 94.7 95 95 Grid line P.5/10.5 / \ 1st 1 6 26.2 93.9 94 96 Grid line P/9.0 ~ 1st 1 6 25.9 92.8 93 97 Grid line 0/9.0 1st 1 6 26.3 93.6 94 98 Grid line N/9.0 1st 1 6 26.2 92.7 93 99 Grid line M/9.0 1st 1 6 28.1 93.0 93 100 Grid line L/9.0 1st 1 6 27.3 94.1 94 101 Grid line KJ9.0 1st 1 6 26.2 93.7 94 102 Grid line J/9.0 1st 1 6 26.8 94.8 95 103 Grid line 1.5/7.5 1st 1 6 27.7 93.8 94 104 Grid line J.5/7.5 1st I 6 27.2 93.7 94 105 Grid line K.5/7.5 1st 1 6 27.5 93.1 93 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 bo 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. · FIELD DENSITY TESTING Client:Transwestern Commercial Services Project Number:94021029 Report Number: 94021029.0117 Field Test Data Probe Water Dry Unit Dry Unit Test Lift/ Mat, Depth Content Weight Weight No. Test Location Elevation No. (inches) (%) (pcf) (%compaction) 106 Gdd line L.5/7,5 1st 1 0 25.9 95.3 95 107 Grid line M5/7.5 1st 1 6 26.1 95.1 95 108 Grid line N.5/7.5 1st 1 6 28.4 94.2 94 109 Grid line O.5/7.5 1st 1 6 26.2 93.6 94 110 Grid line P,5/7.5 1st 1 6 26.5 92.7 93 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) Transwestem Commercial Services (1) O'Brien & Associates Inc (1) TechniStructures Inc (1) City of Coppell - Constr Insp (1)C~y of Coppell-Bldg Insp (1) Hill&WilkinsonLtd (1) Halff Associates (1) State Farm lnsurance Reviewed by: HBC E n g i~'~"~ 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 bo reproduced except in full without the wdtten 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, FIELD DENSITY TESTING Report Number: 94021029.0121 Service Date: March 11, 2002 Client: Transwestem Commercial Services Attn: Jim Gaspard 5001 Spring Valley Rd, Suite 600W Dallas TX 75244 8901 Carpenter Fmc., Suite #100 Dallas, Texas 75247 (214) 630-1010 ~ f Amberpoint Bus. Pk..,~j~'oppell ~, Coppell, ~ Material Information~Dli~r ~-t~d~Optimum Lab Test Max. Data Lab Water Project Requirements Water Dry Unit Content Minimum Dry Material Laboratory Content Weight Range Unit Weight No. Test Method iption and Classification (%) (pc0 (%) (% compaction) 1. 210290004 ASTM D-698 Dk brown clay 22.4 99.9 =/> +3 92 2. 210290001 ASTM D-698 Reddish brown silty sand 11.0 114.2 =/> +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) Moisture Conditioned Pad 111 Grid line A.5/10.5 1st 2 6 16.4 107.2 94 112 Grid line B.5/10.5 1st 2 6 17.7 105.9 93 113 Grid line C.5/10.5 1st 2 6 18.2 105.8 93 114 Grid line D.5/10.5 1st 2 6 18.6 105.4 92 115 Grid line E.5/10.5 1st 1 6 26.2 94.8 95 116 Grid line F.5/10.5 1st 1 6 27.8 95.2 95 117 Grid line G.5/10.5 1st 1 6 27.4 95.1 95 118 Grid line H.5/10.5 1st 1 6 27.8 93.7 94 119 Grid line H/9.0 1 st 1 6 28.2 94.2 94 120 Grid line G/9.0 1st 1 6 27.4 95.3 95 121 Grid line F/9.0 1st 1 6 26.3 95.3 95 122 Grid line E/9.0 1st 1 6 27.2 94.7 95 123 Grid line D/9.0 1st 2 6 18.7 106.3 93 124 Grid line C/9.0 1st 2 6 18.7 106.2 93 125 Grid line B/9.0 1st 2 6 20.6 105.4 92 126 Grid line A.5/7.5 1st 2 6 19.2 105.8 93 127 Grid line B.5/7.5 1st 2 6 19.3 105.9 93 The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the ~nt 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. FIELD DENSITY TESTING Client:Transwestem Commercial Services Project Number:94021029 Report Number: 94021029.0121 Field Test Data Probe Water Dry Unit Dry Unit Test Lift/ Mat. Depth Content Weight Weight No. Test Location Elevation No. (inches) (%) (pcO (% compaction) 128 Grid line C.5/7.5 1st 2 6 20.4 105.3 92 129 Grid line D,5/7,5 1st 2 6 18.6 106.7 93 130 Grid line E,5/7.5 1st 1 6 27.4 93.4 93 131 Grid line F.5/7.5 1st 1 6 26.3 95,2 95 132 Grid line G.5/7,5 1st 1 6 26.9 93.7 94 - 133 Grid tine H.5/7.5 1st 1 6 27.2 94.8 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~,STM D2922, ASTM D3017 Gauge ID: Technician: Brad Rengstorff Report Distribution: (1) Transwsetern Commercial Services (1) O'Brien & Associates Inc (1) TechniStructures Inc (1) City of Coppell - BIdg Insp (1) Hill & Wilkinson Ltd (1) Halff Associates Reviewed by: HBC Engin~ Eugene Harbeur (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.