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Northpoint Dr-LR020328CONCRETE COMPRESSIVE STRENGTH TEST Report Number: 94021061.0013 Service Date: March 26, 2002 8901 Carpenter F~%,., Suite #100 Dallas, Texas 75247 (214) 630-1010 Client: Transwestem Commercial Services Attn: Jim Gaspard 5001 Spring Valley Rd Suite 600W Dallas TX 75244 Report Date: March 28, 2002 Project: Northpoint Drive & Associated Utilities Coppell, Texas Project Number: 940~1061 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 Result Slump, inches: N/A Air Content, %: N/A Concrete Temperature,O F: N/A Ambient Temperature, o F: N/A Plastic Unit Weight, pcf: Laboratory Test Data Ticket No: N/A Sample Information sample Time: N/A Date Cast: March 8, 2002 Technician: Contractor Made Weather Conditions: N/A Accumulative Yards: N/A Placement Method: N/A Sample Locations: MH Sta. 0+69.17 Line C Placement Location: See page 1 Specification Test Method N/A ASTM C-143 N/A ASTM C1064 ASTM C-1064 Age at Maximum Compressive Set Specimen Diameter Area Date Test Load Strength No. ID (inches) .(sq. inches) Tested (days) (lbs) (psi) 2 1 6.00 28.27 03/27/2002 19 132,270 4,680 2 2 6.00 28.27 03/27/2002 19 121,570 4,300 Average 4,490 2 3 04/05/2002 28 2 4 04/05/2002 28 Services - Pick up test cylinders cast by others and return them to the laboratory for curing and testing. Technician: Brad Rengstorff Report Distribution: (1) Transwestem Commercial Sen/ices (1) Glenn Thurman Inc (1) Halff Associates (1) City of Coppell - Engineering (1) City of Coppell - Bldg Insp (1) State Farm Insurance (1) Moss Construction 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. CONCRETE COMPRESSIVE STRENGTH TEST Report Number: 94021061.0015 Service Date: March 26, 2002 8901 Carpenter Frv~y., Suite #1(30 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 28, 2002 Project: Northpoint Drive & Associated Utilities Coppell, Texas Project Number: 94021061 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 Ticket No: N/A Sample Information Sample Time: N/A Date Cast: March 12, 2002 Technician: Contractor Made Weather Conditions: N/A Placement Method: N/A Sample Locations: MH Sta. 7+26.58 Line C Placement Location: Sanitary Sewer Result Specification Test Method Slump, inches: N/A N/A ASTM C-143 Air Content, %: N/A N/A Concrete Temperature,° F: N/A ASTM C1064 Ambient Temperature, o F: N/A ASTM C-1064 Plastic Unit Weight, pcf: Laboratory Test Data Age at Maximum Compressive Set Specimen Diameter Area Date Test Load Strength No. ID (inches) (sq. inches) Tested (days) (lbs) (psi) 1 1 6.00 28.27 03/27/2002 15 129,810 4,590 1 2 6.00 28.27 03/27/2002 15 135,110 4,780 Average 4,690 1 3 04/09/2002 28 1 4 04~09~2002 28 Services - Pick up test cylinders cast by others and return them to the laboratory for curing and testing. 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 CONCRETE COMPRESSIVE STRENGTH TEST Report Number: 94021061.0015 Service Date: Mamh 26, 2002 8901 Carpenter Frwy., Suite #100 Dallas, Texas 75247 (214) 630-1010 Client: Transwestem Commercial Services Attn: Jim Gaspard 5001 Spring Valley Rd Suite 600W Dallas TX 75244 Report Date: March 28, 2002 Project: Northpoint Drive & Associated Utilities Coppell, Texas Project Number: .94021061 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,O F: Ambient Temperature, e F: Plastic Unit Weight, pcf: Laboratory Test Data Ticket No: N/A Sample Information sample Time: N/A Date Cast: March 12, 2002 Technician: Contractor Made Weather Conditions: N/A Accumulative Yards: N/A Placement Method: N/A Sample Locations: N/A Placement Location: See page 1 Result Specification Test Method N/A N/A ASTM C-143 N/A N/A N/A ASTM C1064 N/A ASTM C-1064 Set Specimen Diameter Area Date No. ID (inches) (.sq. inches) Tested 2 I 6.00 28.27 03/27/2002 15 128,530 4,550 2 2 6.00 28.27 03/27/2002 15 125,740 4,450 Average 4,500 2 3 04/09/2002 28 2 4 04/09/2002 28 Age at Maximum Compressive Test Load Strength (days) (lbs) (psi) 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 Inc (1) Halff Associates (1) City of Coppell - Engineering (1) City of Coppell - Bldg Insp (1) State Farm Insurance (1) Moss Construction Reviewed by: HBC Enginee~ Eugene Harbeur Principal The tests were pedorrned 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. CONCRETE COMPRESSIVE STRENGTH TEST Report Number: 94021061.0016 Service Date: March 26, 2002 8901 Carpenter Fn,vy., Suite #100 Dallas, Texas 75247 (214) 630-1010 Client: Transwestem Commercial Services Attn: Jim Gaspard 5001 Spring Valley Rd Suite 600W Dallas TX 75244 Report Date: March 28, 2002 Project: Northpoint Drive & Associated Utilities Coppell, Texas Project Number: 94021061. 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 Ticket No: N/A Slump, inches: Air Content, %: Concrete Temperature,° F: Ambient Temperature, o F: Plastic Unit Weight, pcf: 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 Laboratory Test Data Age at Maximum Compressive Set Specimen Diameter Area Date Test Load Strength No. ID (inches) (sq. inches) Tested (days) (lbs) (psi) 1 1 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 04/11/2002 28 1 4 04/11/2002 28 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 (t) Glenn Thurman Inc (1) Halff Associates (1) City of Coppell - Engineering (1) City of Coppell - eldg Insp (1) State Farm Insurance (1) Moss Construction Reviewed by: HBC Engine- Eugene Ha~o/~r 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: 94021061.0006 Service Date: Mamh 13, 2002 Client: Transwestem Commercial Services Attn: Jim Gaspard 5001 Spring Valley Rd Suite 600W Dallas TX 75244 Repo~l~ll~'!'-March 27, 20~ Proj~ Coppell, Texas Project Number: 94021061 8901 Carpenter Fn~y., Suite #100 Dallas, Texas 75247 (214) 630-1010 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. 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 LiftJ Mat. Depth Content Weight Weight No. Test Location Elevation No. (inches) (%) (pct') (% compaction) Sanitary Sewer, Line C 13 Sra. 4+75 6' BEG 1 6 10.8/112.6 96 14 Sta. 5+50 4' BEG 1 6 11.4/ 113.1 97 15 Sta. 6+00 7' BEG I 6 11.7~, 113.4 97 16 Sta. 7+00 3' BEG I 6 12.6 ~ 112.3 96 Datum: BEG = below existing grade Comments: Test results on this report meet project specification, Services o 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) Glenn Thurman Inc ( 1 ) Haitf Associates (1) City of Coppell - Engineering (1) City of Coppell - Bldg Insp (1) State Farm Insurance (1) Moss Construction Reviewed by: HBC Engin~ Eugene Harbour Principal The tests were pedormed in general accordance with applicable ASTM, MSHTO, 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: 94021061.0008 Service Date: Mamh 15, 2002 Client: Transwestern Commercial Services Attn: Jim Gaspard 5001 Spring Valley Rd Suite 600W Dallas TX 75244 Proj~: Northpoint Drive & ciated Utilities Coppell, Texas Project Number: 9402'1061 8901 Carpenter Fn~y., Suite #100 Dallas, Texas 75247 (214) 630-1010 Material Information Lab Test Data Proiect Requirements Optimum Max. Lab Water Water Dry Unit Content Minimum Dry Matedal Laboratory Content Weight Range °Unit We~,ig ht No. Test Method Description and Classification (%) (pcf) (%) (yo ,~'~"c~n) 1. 210610004 ASTM D 698 Reddish brown silty clayey sand 11.8 117.0 -11+3 9~r 95 2. 210290004 ASTM D-698 Dk brown clay 22.4 99.9 -1/+3 Field Test Data Probe Water Dry Unit Dry Unit Test Lift/ Mat. Depth Content Weight Weight No. Test Location Elevation No. (inches) (%) (pcf) (% compaction) Sanitary Sewer, Line C ~ 21 Sra. 12+00 6' BEG 1 6 12.2 114.3 ~98 22 Sta. 13+00 5' BEG 1 6 13.1 111.9 96 23 Sta. 14+00 2' BEG 1 6 12.8 112.6 96 Water Line, Line A 24 Sra. 1+10 1st 2 6 24.2 96.6 97 25 Sta. 1+10 2nd/Final 2 6 23.9 97.2 97 26 Sta. 2+25 1st 2 6 23.7 96,3 96 27 Sta, 2+25 2nd/Final 2 6 22.8 99.8 Datum: BEG = below existing 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 Gauge ID: Field Results Reported To: ContractodMoss Technician: Brad Rengstorff Report Distribution: (1) Transwestem Commercial Services (1) Glenn Thurn~an Inc ( 1 ) Halff Associates (1) City of Coppell - Engineering (1) City of Coppell - BIdg Insp (1) State Fam~ Insurance (1) Moss Construction Reviewed by: HBC En~J~ 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 aod 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.