Vista Ridge Retail-LR080424 CONCRETE COMPRESSIVE STR ,GTH TEST lierracon
Report Number: 94071386.0078
Service Date: April 15, 2008 8901 Carpenter Frwy,Ste#100
Dallas,Texas 75247
(214)630-1010
Client: Report Date:April 24, 2008
United Commercial Devel Project: Vista Ridge Retail Lots 6 & 7
Attn: Robert Dorazil NEC of 121 & Denton Tap Rd.
7001 Preston Rd Ste 500 Coppell, TX
Dallas TX 75205
Project No.: 94071386
Material Information Sample Information
Specified Strength: 3600 psi @ 28 Days Date Cast: April 15, 2008 Time: 9:37am
Sampled by: Gregory L. Warren
Batch Time: Plant: P259 Weather Conditions: Clear
Supplier: Redi-Mix Accumulative Yards: 70/600 Batch Size (cy): 10.00
Truck No: 1347 Ticket No:59024727 Placement Method: Pump
Mix I.D. No.: 336K15D4 Sample Locations: See attached sketch
Water Added Onsite Before Test: OGallons Placement Location: Slab-on-Grade, see attached sketch
Water Added Onsite After Test: 0 Gallons
Field Test Data
Test Result Specification Test Method
Slump, inches: 6.50 ASTM C143
Air Content, %: 2.9 ASTM C231
Concrete Temperature,oF: 70 ASTM C1064
Ambient Temperature,°F: 67 ASTM C1064
Plastic Unit Weight, pcf: 146.8 ASTM C138
Laboratory Test Data
Age at Maximum Compressive
Set Specimen Diameter Area Date Test Load Strength
No. ID (inches)(sq. inches) Tested (days) (Ibs) (psi)
1 1 4.00 12.57 04/22/2008 7 39,480 3,140
1 2 05/13/2008 28
1 3 05/13/2008 28
1 4 06/10/2008 56
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.
Page 1 of 5 01.MW13/R01-FNUre Key
CONCRETE COMPRESSIVE STR .GTH TEST lierracon
Report Number: 94071386.0078
Service Date: April 15, 2008 8901 Carpenter Fnvy,Ste#100
Dallas,Texas 75247
(214)630-1010
Client: Report Date:April 24, 2008
United Commercial Devel Project: Vista Ridge Retail Lots 6 & 7
Attn: Robert Dorazil NEC of 121 & Denton Tap Rd.
7001 Preston Rd Ste 500 Coppell, TX
Dallas TX 75205
Project No.: 94071386
Material Information Sample Information
Specified Strength: 3600 psi @ 28 Days Date Cast: April 15, 2008 Time: 11:50am
Sampled by: Gregory L. Warren
Batch Time: 11:04am Plant: P259 Weather Conditions: Clear
Supplier: Redi-Mix Accumulative Yards: 170/600 Batch Size (cy): 10.00
Truck No: 1384 Ticket No: 59024749 Placement Method: Pump
Mix I.D. No.: 336K15D4 Sample Locations: See attached sketch
Water Added Onsite Before Test: 10 Gallons Placement Location: Slab-on-Grade, see attached sketch
Water Added Onsite After Test: 0 Gallons
Field Test Data
Test Result Specification Test Method
Slump, inches: 6.50 ASTM C143
Air Content, °A°: 3.2 ASTM C231
Concrete Temperature,OF: 70 ASTM C1064
Ambient Temperature,°F: 73 ASTM C1064
Plastic Unit Weight, pcf: 146.8 ASTM C138
Laboratory Test Data Age at Maximum Compressive
Set Specimen Diameter Area Date Test Load Strength
No. ID (inches)(sq. inches) Tested (days) (Ibs) (psi)
2 1 4.00 12.57 04/22/2008 7 46,700 3,720
2 2 05/13/2008 28
2 3 05/13/2008 28
2 4 06/10/2008 56
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.
Page 2 of 5 01-MW13/R01-Future Key
CONCRETE COMPRESSIVE STET :GTH TEST lierracon
Report Number: 94071386.0078
Service Date: April 15, 2008 8901 Carpenter Frwy,Ste#100
Dallas,Texas 75247
(214)630-1010
Client: Report Date:April 24, 2008
United Commercial Devel Project: Vista Ridge Retail Lots 6 & 7
Attn: Robert Dorazil NEC of 121 & Denton Tap Rd.
7001 Preston Rd Ste 500 Coppell, TX
Dallas TX 75205
Project No.: 94071386
Material Information Sample Information
Specified Strength: 3600 psi @ 28 Days Date Cast: April 15, 2008 Time: 12:52am
Sampled by: Gregory L. Warren
Batch Time: 12:26pm Plant: P259 Weather Conditions: Clear
Supplier: Redi-Mix Accumulative Yards: 290/600 Batch Size (cy): 10.00
Truck No: 1216 Ticket No: 59024771 Placement Method: Pump
Mix I.D. No.: 336K15D4 Sample Locations: See attached sketch
Water Added Onsite Before Test: 0 Gallons Placement Location: Slab-on-Grade, see attached sketch
Water Added Onsite After Test: 0 Gallons
Field Test Data
Test Result Specification Test Method
Slump, inches: 4.00 ASTM C143
Air Content, %: 3.4 ASTM C231
Concrete Temperature,oF: 71 ASTM C1064
Ambient Temperature,oF: 71 ASTM C1064
Plastic Unit Weight, pcf: 145.6 ASTM C138
Laboratory Test Data Age at Maximum Compressive
Set Specimen Diameter Area Date Test Load Strength
No. ID (inches)(sq. inches) Tested (days) (Ibs) (psi)
3 1 4.00 12.57 04/22/2008 7 45,820 3,650
3 2 05/13/2008 28
3 3 05/13/2008 28
3 4 06/10/2008 56
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.
Page 3 of 5 01MWBIRO1-FUdee Key
CONCRETE COMPRESSIVE STF ;GTH TEST iTerracon
Report Number: 94071386.0078
Service Date: April 15, 2008 8901 Carpenter Frwy,Ste#loo
Dallas,Texas 75247
(214)630-1010
Client: Report Date:April 24, 2008
United Commercial Devel Project: Vista Ridge Retail Lots 6 & 7
Attn: Robert Dorazil NEC of 121 & Denton Tap Rd.
7001 Preston Rd Ste 500 Coppell, TX
Dallas TX 75205
Project No.: 94071386
Material Information Sample Information
Specified Strength: 3600 psi @ 28 Days Date Cast: April 15, 2008 Time:2:02pm
Sampled by: Gregory L. Warren
Batch Time: 1:14pm Plant: P259 Weather Conditions: Clear
Supplier: Redi-Mix Accumulative Yards: 390/600 Batch Size (cy): 10.00
Truck No: 1352 Ticket No: 59024786 Placement Method: Pump
Mix I.D. No.: 336K15D4 Sample Locations: See attached sketch
Water Added Onsite Before Test: OGallons Placement Location: Slab-on-Grade, see attached sketch
Water Added Onsite After Test: 0 Gallons
Field Test Data
Test Result Specification Test Method
Slump, inches: 6.50 ASTM C143
Air Content, %: 2.4 ASTM C231
Concrete Temperature,OF 74 ASTM C1064
Ambient Temperature,OF: 78 ASTM C1064
Plastic Unit Weight, pcf: 147.2 ASTM C138
Laboratory Test Data Age at Maximum Compressive
Set Specimen Diameter Area Date Test Load Strength
No. ID (inches)(sq. inches) Tested (days) (Ibs) (psi)
4 1 4.00 12.57 04/22/2008 7 49,310 3,920
4 2 05/13/2008 28
4 3 05/13/2008 28
4 4 06/10/2008 56
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.
Page 4 of 5 01-MWB/R01-FNwe Key
CONCRETE COMPRESSIVE STF IGTH TEST lierracon
Report Number: 94071386.0078
Service Date: April 15, 2008 8901 Carpenter Frwy,Ste#100
Dallas,Texas 75247
(214)630-1010
Client: Report Date:April 24, 2008
United Commercial Devel Project: Vista Ridge Retail Lots 6 & 7
Attn: Robert Dorazil NEC of 121 & Denton Tap Rd.
7001 Preston Rd Ste 500 Coppell, TX
Dallas TX 75205
Project No.: 94071386
Material Information Sample Information
Specified Strength: 3600 psi @ 28 Days Date Cast: April 15, 2008 Time:4:04pm
Sampled by: Gregory L. Warren
Batch Time: 3:33pm Plant: P259 Weather Conditions: Clear
Supplier: Redi-Mix Accumulative Yards: 520/600 Batch Size (cy): 10.00
Truck No: 1355 Ticket No: 59024810 Placement Method: Pump
Mix I.D. No.: 336K15D4 Sample Locations: See attached sketch
Water Added Onsite Before Test: 0 Gallons Placement Location: Slab-on-Grade, see attached sketch
Water Added Onsite After Test: 0 Gallons
Field Test Data
Test Result Specification Test Method
Slump, inches: 6.50 ASTM C143
Air Content, %: 2.5 ASTM C231
Concrete Temperature,oF: 73 ASTM C1064
Ambient Temperature,oF: 75 ASTM C1064
Plastic Unit Weight, pcf: 148.0 ASTM C138
Laboratory Test Data Age at Maximum Compressive
Set Specimen Diameter Area Date Test Load Strength
No. ID (inches)(sq. inches) Tested (days) (Ibs) (psi)
5 1 4.00 12.57 04/22/2008 7 46,840 3,730
5 2 05/13/2008 28
5 3 05/13/2008 28
5 4 06/10/2008 56
Services - Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive
strength samples.
Terracon Rep: Gregory L. Warren
Report Distribution:
(1)United Commercial Devel (1)O'Brien&Assoc
(1)Winkelmann&Assoc Inc (1)Hunt&Joiner Inc Reviewed by:
(1)City of Coppell TX
(1)Lee Lewis Construction Inc A. Bulent Ethem,P.G.
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.
Page 5 of 5 01-MWB/R01-f NUre Key