Loading...
Coppell Trade-LR050617FIELD DENSITY TESTING Report Number: 94051190.0013 Service Date: May 26, 2005 Client: Coppell Trade Center LP Attn: Al Sorrels 5055 Keller Springs Rd Ste 300 Addison TX 75001 lrerracan 8901 Carpenter Frwy, Ste #100 Dallas, Texas 75247 (214) 630-1010 Report Date: June 17, 2005 Project: Coppell Trade Center - BIdg C NWC Sandy Lake/Freeport Pkwy Coppeli, TX Project Number: 94051190 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. 510810002 ASTM D 698 Dark reddish brown sandy clay 15.2 106.2 >/= +4 95 2. 510810006 ASTM D 698 Dark brown clay 28.6 84.6 >/= +4 95 Field Test Data Probe Water Dry Unit Dry Unit Test LiftJ Mat. Depth Content Weight Weight No. Test Location Elevation No. (inches) (%) (pc~) (% compaction) Spread Rootings 48 19/C 5' BFG 1 6 19.4 101.9 96 49 19/D 5.3' BFG 2 6 23.6 * 90.5 100+ 50 19/E 5.3 BFG 1 6 14.0 * 108.5 100+ 51 18/C 5.3 BFG 1 6 13.4 * 109.0 100+ 52 18/D 5.1 BFG 1 6 19.6 102.3 96 53 17/D 5.2 BFG 1 6 12.8 * 108.8 100+ Datum: BFG = below final grade 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~,STM D2922, ASTM D3017 Technician: Francisco Morillo Field Results Reported To: Superintendent Report Distribution: (1) Coppe~l Trade Center LP (1) TechniStructures (1) City of Coppell TX (1) City of Coppell TX (1) Merriman Assoc Inc (1) McFadden & Miller (t) Macatee Engineering Inc Robert D. Ray, S.E.~ Senior Project Ma~er 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 rnaterials. Page 1 of 1 CONCRETE COMPRESSIVE STRENGTH TEST Report Number: 94051190.0029 Service Date: June 9, 2005 Client: Coppell Trade Center LP Attn: Al Sorrels 5055 Keller Spdngs Rd Ste 300 Addison TX 75001 lrerracan 8901 Carpenter Frwy, Ste #100 Dallas, Texas 75247 (214) 630-1010 Report Date: June 17, 2005 Project: Coppell Trade Center - Bldg C NWC Sandy Lake/Freeport Pkwy Coppell, TX Project Number: 94051190 Material Information Specified Strength: 3000 psi @ 28 Days Batch Time: 6:25am Plant: 141 Supplier: TXI Truck No: 37 Mix I.D. No.: 8206 Water Added Onsite Before Test: 10 Gallons Field Test Data Test Result Slump, inches: 5.00 Air Content, %: 4.0 Concrete Temperature,O F: 92 Ambient Temperature, o F: 75 Plastic Unit Weight, pcf: 144.8 Laboratory Test Data Set Specimen Diameter Area No. ID (inches) (sq. inches) Ticket No: 59569 Sample Information sample Time: 7:20am Date Cast: June 9, 2005 Technician: Burl E. Thomas Weather Conditions: Clear Accumulative Yards: 60 Placement Method: Sample Locations: 60' N & 20' W of property comer Placement Location: Paving Specification 3-5 4-6 1 1 6.00 28.27 06/16/2005 7 1 2 07/07/2005 28 1 3 07/07~2005 28 Test Method ASTM C143 ASTM C231 ASTM C1064 ASTM C1064 ASTM C138 Age at Maximum Compressive Date Test Load Strength Tested (days) (lbs) (psi) 111,070 3,930 Services - Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength samples. 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 transrn[tted 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: 94051190.0029 Service Date: June 9, 2005 Client: Coppell Trade Center LP Attn: Al Sorrels 5055 Keller Springs Rd Ste 300 Addison TX 75001 l['erracon 8901 Carpenter Frwy, Ste #100 Dallas, Texas 75247 (214) 630-1010 Report Date: June 17, 2005 Project: Coppell Trade Center- Bldg C NWC Sandy Lake/Freeport Pkwy Coppell, TX Project Number: 94051190 Material Information Specified Strength: 3000 psi @ 28 Days Sample Information Sample Time: 8:12am Date Cast: June 9, 2005 Technician: Bud E. Thomas Batch Time: 7:32am Plant: 141 Weather Conditions: Clear Supplier: TXI Accumulative Yards: 140 Truck No: 66 Ticket No: 59454 Placement Method: Direct Discharge Mix I.D. No.: 8206 Sample Locations: 58' N & 108' W of SE corner Water Added Onsite Before Test: 10 Gallons Placement Location: Paving Water Added Onsite After Test: 0 Gallons Field Test Data Test Result' Specification Test Method Slump, inches: 6.0 3-5 ASTM C143 Air Content, %: 4.2 4-6 ASTM C231 Concrete Temperature,° F: 93 ASTM C1064 Ambient Temperature, o F: 80 ASTM C1064 Plastic Unit Weight, pcf: ASTM C138 Laboratory Test Data 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 06/16/2005 7 110,400 2 2 07/07/2005 28 2 3 07/07/2005 28 3,900 Comments: Not tested for plastic unit weight. Services - Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength samples. 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: 94051190.0029 Service Date: June 9, 2005 'll'erracan 8901 Carpenter Frwy, Ste #100 Dallas, Texas 75247 (214) 630-1010 Client: Coppell Trade Center LP Attn: Al Sorrels 5055 Keller Springs Rd Ste 300 Addison TX 75001 Report Date: June 17, 2005 Project: Coppell Trade Center - Bldg C NWC Sandy Lake/Freeport Pkwy Coppell, TX Project Number: 94051190 Material Information Specified Strength: 3000 psi @ 28 Days Batch Time: 8:44am Plant: 141 Supplier: TXI Truck No: 110 Ticket No: 59694 Mix I.D. No.: 8206 WaterAdded Onsite Before Test: 10 Gallons Field Test Data Test Result Slump, inches: 6.25 Air Content, %: 4.6 Concrete Temperature,° F: 93 Ambient Temperature, o F: 81 Plastic Unit Weight, pcf: 144.0 Sample Information Sample Time: 9:44am Date Cast: June 9, 2005 Technician: Burl E. Thomas Weather Conditions: Clear Accumulative Yards: 230 Placement Method: Direct Discharge Sample Locations: 33' N & 320' W of SE property corner Placement Location: Paving Specification 3-5 4-6 Test Method ASTM C143 ASTM C231 ASTM C1064 ASTM C1064 ASTM C138 Laboratory Test Data Age at Maximum Compressive Set Specimen Diameter Area Date Test Load Strength No. ID (inches) (SCl. inches) Tested (days) (lbs) (psi) 3 1 6.00 28.27 06/16/2005 7 113,730 3 2 07/07/2005 28 3 3 07/07/2005 28 4,020 Services - Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength samples. 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 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. CONCRETE COMPRESSIVE STRENGTH TEST 'Report Number: 94051190.0029 Service Date: June 9, 2005 Client: Coppell Trade Center LP Attn: Al Sorrels 5055 Keller Springs Rd Ste 300 Addison TX 75001 lrerracan 8901 Carpenter Frw,/, Ste #100 Dallas, Texas 75247 (214) 630-1010 Report Date: June 17, 2005 Project: Coppell Trade Center- BIdg C NWC Sandy Lake/Freeport Pkwy Coppell, TX Project Number: 94051190 Material Information Specified Strength: 3000 psi @ 28 Days Batch Time: 10:25am Plant: 141 Supplier: TXI Truck No: 111 Mix I.D. No.: 8206 Water Added Onsite Before Test: 10 Gallons Water Added Onsite After Test: 0 Gallons Field Test Data Test Result- Slump, inches: 4.50 Air Content, %: 4.0 Concrete Temperature,o F: 95 Ambient Temperature, o F: 87 Plastic Unit Weight, pcf: Laboratory Test Data Set Specimen Diameter Area No. ID (inches) (sq. inches) Ticket No: 59876 Sample Information Sample Time: 11:35am Date Cast: June 9, 2005 Technician: Burl E. Thomas Weather Conditions: Clear Accumulative Yards: 340 Placement Method: Direct Discharge Sample Locations: 35' N & 280' E of SE property corner Placement Location: Paving Specification 3-5 4-6 Date Tested 4 1 6.00 28.27 06/16/2005 4 2 07/07/2005 4 3 07/07/2005 Test Method ASTM C143 ASTM C231 ASTM C1064 ASTM C1064 ASTM C138 Age at Maximum Compressive Test Load Strength (days) (lbs) (psi) 7 112,320 3,970 28 28 Comments: Not tested for plastic unit weight. Services - Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength samples. Technician: Bud E. Thomas Report Distribution: (1) Coppell Trade Center LP (1) TechniStructures (1) City of Coppell TX (1) City of Coppell TX (1) Merriman Assoc Inc (1) McFadden & Miller (1) Macatee Engineering Inc Reviewed by ~ 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 consent of our company. Test results transmuted 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.