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Northpoint Dr-LR020412FIELD DENSITY TESTING Report Number: 94021061.0022 Service Date: April 3, 2002 Client: Transwestern Commercial Services Attn: Jim Gaspard 5001 Spring Valley Rd Suite 600W Dallas TX 75244 8901 Carpenter Frwy., Suite #100 Dallas, Texas 75247 (214) 630-1010 Report Date: April 12, 2002 Project: Northpoint Drive & Associated Utilities Coppell, Texas Project Number: 94021061 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 (%) (pct') (%) (% compaction) 1. 210610004 ASTM D 698 Reddish brown silty clayey sand 11.8 117.0 -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) (%) (pct') (% compaction) Storm Sewer, Line A 86 Sra. 5+50 1st 1 6 11.7 114.3 98 87 Sra. 5+55 2nd 1 6 11.4 112.8 96 88 Sta. 5+60 3rd/Final 1 6 11.8 111.8 96 89 Sta. 7+00 1st I 6 12.1 113.7 97 90 Sta. 6+95 2nd 1 6 12.3 114.6 98 91 Sra. 6+90 3rd/Final I 6 11.6 114.9 98 Comments: Test ~esults 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, ^STM D3017 Gauge ID: Field Results Reported To: Contractor/Moss Technician: Brad Rengstorff Report Distribution: (1) Transwestem Commercial Services (1) City of Coppell - Bldg Insp (1) Glenn Thurrnan Inc (1) State Farm Insurance (1) Halff Associates (1) Moss Construction Reviewed by: Principal (1) City of Coppell - Engineering 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 I FIELD DENSITY TESTING Report Number: 94021061.0020 Service Date: March 23, 2002 Client: Transwestern Commemial Services Attn: Jim Gaspard 5001 Spring Valley Rd Suite 600W Dallas TX 75244 8901 Carpenter Fn~vy., Suite #100 Dallas, Texas 75247 (214) 630-1010 Report Date: April 12, 2002 Project: Northpoint Drive & Associated Utilities Coppell, Texas Project Number: 94021061 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. 210290004 ASTM D-698 Dk brown clay 22.4 99.9 -1t+3 95 Field Test Data Probe Water Dry Unit Dry Unit Test LiftJ Mat. Depth Content Weight Weight No. Test Location Elevation No. (inches) (%) (pct') (% compaction) Water Line, Line B 34 Sta. 5+25 1st I 6 23.8 97.3 97 35 Sta. 5+30 2nd 1 6 22.7 96.5 97 36 Sta. 6+70 1st 1 6 24.9 95.2 95 37 Sta. 6+75 2nd 1 6 23.8 98.3 98 38 Sta. 8+25 1st 1 6 25.6 * 96.3 96 39 Sta. 8+30 2nd 1 6 23.7 97.6 98 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:ASTM D2922, ASTM D3017 Gauge ID: Field Results Reported To: Contractor/Moss Technician: Brad Rengstorff Report Distribution: (1) Transwestem Commercial Services (1) City of Coppell - Bldg Insp (1) Glenn Thurman Inc (1) State Farm Insurance (1) Haiff Associates (1) Moss Construction Reviewed by: Principal (1) City of Coppell- Engineering 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 ~o~7~,~ FIELD DENSITY TESTING Report Number: 94021061.0009 Service Date: March 22, 2002 Client: Transwestem Commercial Services Attn: Jim Gaspard 5001 Spring Valley Rd Suite 600W Dallas TX 75244 8901 Carpenter Frwy., Suite #100 Dallas, Texas 75247 (214) 630-1010 Report Date: April 12, 2002 Project: Northpoint Drive & Associated Utilities Coppell, Texas Project Number: 94021061 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. 210290004 ASTM D-698 Dk brown clay 22.4 99.9 -1/+3 Field Test Data Probe Water Dry Unit Test Lift/ Mat. Depth Content Weight No. Test Location Elevation No. (inches) (%) (pcf) Water Line, Line B 28 Sta. 0+75 1st 1 6 23.6 96.4 29 Sta. 0+80 2nd 1 6 21.9 97.8 30 Sta. 2+50 1st 1 6 24.2 98.7 31 Sta. 2+55 2nd 1 6 22.3 95.8 32 Sra. 4+05 1st I 6 23.8 96.2 33 Sra. 4+10 2nd 1 6 22.6 96.7 95 Dry Unit Weight (% compaction) 96 98 99 96 96 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, ^STM D3017 Gauge ID: Field Results Reported To: Contractor/Moss Technician: Brad Rengstorff Report Distribution: (1) Transwestem Commercial Services (1) City of Coppell - Bldg Insp (1) Glenn Thurman Inc (1) State Farm Insurance (1) Halff Associates (1) Moss Construction Reviewed by: HBC~En 'n ring Eugene Hafoour (1) City of Coppell - Engineering 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 I of I FIELD DENSITY TESTING Report Number: 94021061.0021 Service Date: March 24, 2002 Client: Transwestem Commercial Services Attn: Jim Gaspard 5001 Spring Valley Rd Suite 600W Dallas TX 75244 8901 Carpenter Fn~,y., Suite #100 Dallas, Texas 75247 (214) 630-1010 Report Date: April 12, 2002 Project: Northpoint Drive & Associated Utilities Coppell, Texas Project Number: 94021061 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 (%) (pct') (%) (% compaction) 1. 210290004 ASTM D-698 Dk brown clay 22.4 99.9 -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, Line B 40 Sta. 27+50 1 st 1 6 24.6 100.2 100 41 Sta. 27+45 2nd 1 6 25.3 98.7 99 42 Sta. 25+10 1st 1 6 22.7 99.3 99 43 Sta. 25+05 2nd 1 6 23.8 98.7 99 44 Sta. 23+45 1st I 6 21.9 99.4 99 45 Sta. 23+40 2nd 1 6 25.2 97.6 98 46 Sta. 10+50 1st 1 6 23.1 99.9 100 47 Sta. 1'0+55 2nd 1 6 24.2 100.2 100 48 Sta. 12+05 1st 1 6 23.9 100.6 101 49 Sta. 12+10 2nd 1 6 25.2 95.7 96 50 Sta. 13+40 1st 1 6 24.3 98.6 99 51 Sta. 13+45 2nd 1 6 23.9 100.3 100 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/Moss Technician: Brad Rengstorff Report Distribution: (1) Transwestem Commemial Services (1) City of Coppell - Bldg Insp (1) Glenn Thurman Inc (1) State Farm Insurance (1) Halff Associates (1) Moss Construction Reviewed by: HBC.~ring~ g~ Eugene Harbour (1) City of Coppell - Engineering 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 I FIELD DENSITY TESTING Report Number: 94021061.0012 Service Date: March 27, 2002 Client: Transwestern Commemial Services Attn: Jim Gaspard 5001 Spring Valley Rd Suite 600W Dallas TX 75244 8901 Carpenter Frwy., Suite #100 Dallas, Texas 75247 (214) 630-1010 Report Date: April 12, 2002 Project: Northpoint Drive & Associated Utilities Coppell, Texas Project Number: 94021061 Material Information Material Laboratory No. Test Method Description and Classification Lab Test Data Proiect Requirements Optimum Max. Lab Water Water Dry Unit Content Minimum Dry Content Weight Range Unit Weight (%) (pct') (%) (% compaction) 1. 210610005 ASTM D 698 Brown silty clayey sand 12.6 115.6 -1/+3 Field Test Data Probe Water Dry Unit Test Lift/ Mat. Depth Content Weight No. Test Location Elevation No. (inches) (%) (pcf) Storm Sewer, Lateral B-1 71 Sra. 1+00 1st 1 6 14.2 110.8 72 Sta. 1+00 2nd 1 6 15.1 111.4 73 Sta. 2+50 1st 1 6 12.3 112.6 74 Sta. 2+50 2nd I 6 12.9 113.2 75 Sta. 3+75 1st 1 6 14.6 111.6 76 Sta. 3+75 2nd 1 6 13.8 110.7 77 Sta. 5+00 1st 1 6 14.6 111.9 78 Sta. 5+00 2nd 1 6 15.2 114.2 79 Sta. 6+15 1st I 6 15.3 113.6 80 Sta. 6+15 2nd I 6 14.8 112.1 95 Dry Unit Weight (% compaction) 96 96 97 98 97 96 97 99 98 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/Moss Technician: Brad Rengstorff Report Distribution: (1) Transwestern Commemial Services (1) City of Coppell - BIdg Insp (1) Glenn Thurman Inc (1) State Farm Insurance (1) Halff Associates (1) Moss Construction Reviewed by: HBC ~ng Eugene Harbour Principal (1) City of Coppell- Engineering 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 rnatedals. Page 1 of I FIELD DENSITY TESTING Report Number: 94021061.0017 Service Date: March 28, 2002 Client: Transwestern Commemial Services Attn: Jim Gaspard 5001 Spring Valley Rd Suite 600W Dallas TX 75244 8901 Carpenter Frwy., Suite #100 Dallas, Texas 75247 (214) 630-1010 Report Date: April 12, 2002 Project: Northpoint Drive & Associated Utilities Coppell, Texas Project Number: 94021061 Material Information Lab Test Data Optimum Max. Lab Water Dry Unit Material Laboratory Content Weight No. Test Method Description and Classification (%) (pcf) Project Requirements Water Content Minimum Dry Range Unit Weight (%) (% compaction) 1. 210610005 ASTM D 698 Brown silty clayey sand 12.6 115.6 -1/+3 Field Test Data Probe Water Dry Unit Test Lift/ Mat. Depth Content Weight No. Test Location Elevation No. (inches) (%) (pcf) Storm Sewer, Line B 81 Sta. 0+50 1st/Final 1 6 13.4 112.6 82 Sra. 1+10 1st/Final 1 6 13.9 113.7 95 Dry Unit Weight (% compaction) 97 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 Gauge ID: Field Results Reported To: ContractodMoss Technician: Brad Rengstorff Report Distribution: (1) Transwestem Commercial Services (1) City of Coppell - Bldg Insp (1) Glenn Thurman Inc (1) State Farm Insurance (1) Halff Associates (1) Moss Construction Reviewed by: Eugene Hart)our Principal (1) City of Coppell - Engineering 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 I CONCRETE COMPRESSIVE STRENGTH TEST Report Number: 94021061.0016 Service Date: March 26, 2002 Client: Transwestern Commercial Services Attn: Jim Gaspard 5001 Spring Valley Rd Suite 600W Dallas TX 75244 Report Date: April 12, 2002 Project: Northpoint Drive & Associated Utilities Coppell, Texas Project Number: 94021061 EN1GINE, E i~.ING 8901 Carpenter Frwy., Suite #100 Dallas, Texas 75247 (214) 630-1010 Material Information Specified Strength: Batch Time: N/A Supplier: N/A Truck No: N/A Mix I.D. No.: N/A Plant: N/A Field Test Data Test Slump, inches: Air Content, %: Concrete Temperature,° F: Ambient Temperature, o F: Plastic Unit Weight, pcf: Laboratory Test Data Set Specimen Diameter No. ID (inches) Ticket No: N/A Sample Information sample Time: N/A Date Cast: March 14, 2002 Technician: Contractor Made Weather Conditions: N/A Accumulative Yards: N/A Placement Method: N/A Sample Locations: MH Sta. 12+51.39 Line C Placement Location: Sanitary Sewer Result Specification Test Method N/A N/A ASTM C-143 N/A N/A N/A ASTM C1064 N/A ASTM C-1064 Age at Maximum Compressive Area Date Test Load Strength (sq. inches) Tested (days) (lbs) (psi) I I 6.00 28.27 03/27/2002 13 101,700 3,600 1 2 6.00 28.27 03/27/2002 13 100,700 3,560 Average 3,580 1 3 6.00 28.27 04/11/2002 28 125,860 4,450 1 4 6.00 28.27 04/11/2002 28 128,740 4,550 Average 4,500 Services - Pick up test cylinders cast by others and return them to the laboratory for curing and testing. Technician: Brad Rengstorff Report Distribution: (1) Transwestern Commercial Services (1) Glenn Thurman (1) Halff Associates (1) City of Coppell- Bldg Insp (1) State Farm Insurance (1) Moss Construction Reviewed by: HBC Eng~ Eugene Harbour (1) City of Coppell - Engineering 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 o~ ~,~,~o, FIELD DENSITY TESTING Report Number: 94021061.0011 Service Date: March 26, 2002 Client: Transwestern Commercial Services Attn: Jim Gaspard 5001 Spring Valley Rd Suite 600W Dallas TX 75244 8901 Carpenter Frwy., Suite #100 Dallas, Texas 75247 (214) 630-1010 Report Date: April 12, 2002 Project: Northpoint Drive & Associated Utilities Coppell, Texas Project Number: 94021061 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. 210290004 ASTM D-698 Dk brown clay 22.4 99.9 -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, Lateral Line B 64 Sta. 10+15 Final 1 6 24.4 95.7 96 65 Sra. 15+06 Final 1 6 23.7 96.3 96 66 Sta. 17+18 Final 1 6 22.6 99.3 99 67 Sra. 21 +11 Final 1 6 23.8 97.3 97 68 Sta. 23+79 Final 1 6 24.9 96.1 96 69 Sra. 26+45 Final I 6 25.3 98.4 98 70 Sra. 27+03 Final 1 6 25.1 97.2 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~,STM D2922, ASTM D3017 Gauge ID: Field Results Reported To: Contractor/Moss Technician: Brad Rengstorff Report Distribution: (1) Transwestern Commercial Services (1) City of Coppell - Bldg Insp (1) Glenn Thurman Inc (1) State Farm insurance (1) Halff Associates (1) Moss Construction Reviewed by' HBC En~g Eugene Harbour (1) City of Coppell - Engineering Principal The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This repod is exclusively for the usa of the client indicated above and shall not be reproduced except in fult 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 0~ s~.~oT~, FIELD DENSITY TESTING Repo[t Number: 94021061.0010 Service Date: March 25, 2002 ENGINEERING 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: April 12, 2002 Project: Northpoint Drive & Associated Utilities Coppell, Texas Project Number: 94021061 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. 210290004 ASTM D-698 Dk brown clay 22.4 99.9 -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) (%) (pct') (% compaction) Water Line, Line B 52 Sta. 22+05 1st 1 6 21.7 99.3 99 53 Sta. 22+00 2nd 1 6 21.4 98.1 98 54 Sta. 20+45 1st 1 6 23.6 97.3 97 55 Sra. 20+40 2nd 1 6 23.8 99.6 100 56 Sra. 18+10 1st 1 6 24.2 97.2 97 57 Sta. 18+05 2nd 1 6 24.7 97.3 97 58 Sta. 16+50 1st 1 6 23.2 99.2 99 59 Sta. 16+45 2nd 1 6 24.8 96.8 97 60 Sta. 15+05 1st 1 6 24.7 96.3 96 61 Sta. 15+10 2nd 1 6 25.1 95.6 96 Water Line, Lateral Line B 62 Sta. 6+54 Final 1 6 22.7 100.6 101 63 Sta. 9+06 Final 1 6 23.3 101.2 101 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: ContractodMoss Technician: Brad Rengstodf Report Distribution: (1) Trenswestern Commercial Services (1) City of Coppell - Bldg Insp (1) Glenn Thurrnan Inc (1) State Farm Insurance (1) Halff Associates (1) Moss Construction Reviewed by: Eugene Harbour (1) City of Coppell - Engineering 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 o~..~s~o7 FIELD DENSITY TESTING Report Number: 94021061.0018 Service Date: March 29, 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: April 12, 2002 Project: Northpoint Drive & Associated Utilities Coppell, Texas Project Number: 94021061 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. 210610004 ASTM D 698 Reddish brown silty clayey sand 11.8 117.0 -1/+3 95 Field Test Data Probe Water Dry Unit Dry Unit Test LiflJ Mat. Depth Content Weight Weight No. Test Location Elevation No. (inches) (%) (pct~ (% compaction) Storm Sewer, Line A 83 Sta. 3+00 1st/Final 1 6 10.7 * 113.7 97 84 Sta. 4+00 1st 1 6 11.2 112.8 96 85 Sra. 4+00 2nd/Final 1 6 11.6 114.6 98 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:ASTM D2922, ASTM D3017 Gauge ID: Field Results Repoded To: Contractor/Moss Technician: Brad Rengstodf Report Distribution: (1) Transwestern Commercial Services (1) Glenn Thurman Inc (1) Halff Associates (1) City of Coppetl - Engineering (1) City of Coppell - Bldg Insp (1) State Farm Insurance (1) Moss Construction Reviewed by: HBC En~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 ~ sos~07