Vista Ridge Retail-LR080428
CONCRETE COMPRESSIVE STRENGTH TEST
Report Number: 94071386.0081
Service Date: April 17, 2008
lrerracon
8901 Carpenter Frwy, Ste #100
Dallas, Texas 75247
(214) 630-1010
Client:
United Commercial Devel
Attn: Robert Dorazil
7001 Preston Rd Ste 500
Dallas TX 75205
Report Date: April 28, 2008
Project: Vista Ridge Retail Lots 6 & 7
NEC of 121 & Denton Tap Rd.
Coppell, TX
OGallons
o Gallons
Project No.: 94071386
Sample Information
Date Cast: April 17, 2008 Time: 1 :50pm
Sampled by: Terry Smith InsplTesting
Weather Conditions: Partly cloudy, windy
Accumulative Yards: 320/350 Batch Size (cy): 10.00
Placement Method: Direct Discharge
Sample Locations: 20' S & 40' E of NW corner
Placement Location: Parking Lot, North End, Middle Section
Material Information
Specified Strength: 3600 psi @ 28 Days
Batch Time: 1 :13pm
Supplier: Redi-Mix
Truck No: 1874
Mix I.D. No.: 336K1504
Water Added Onsite Before Test:
Water Added Onsite After Test:
Plant: 2259
Ticket No: 59025021
Field Test Data
Test
Slump, inches:
Air Content, %:
Concrete Temperature, of:
Ambient Temperature, of:
Plastic Unit Weight, pef:
Result
5.50
Specification
Test Method
ASTM C143
ASTM C231
ASTM C 1064
ASTM C1064
ASTM C138
70
69
Laboratory Test Data
Set
No.
4
4
4
4
Specimen
10
1
2
3
4
Diameter Area
(inches) (sq. inches)
4.00 12.57
Date
Tested
04/24/2008
05/15/2008
05/15/2008
06/12/2008
Age at
Test
(days)
7
28
28
56
Maximum Compressive
Load Strength
(Ibs) (psi)
50,610 4,030
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.
Terraeon Rep: Terry Smith InsplTesting
Report Distribution:
(1) United Commercial Oevel
(1) Winkelmann & Assoc Inc
(1) City of Coppel! TX
(1) Lee Lewis Construction Inc
(1) O'Brien & Assoc
(1) Hunt & Joiner Inc
Reviewed by:
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 4 of 4
01-M'\NBIRO,-future Kay
CONCRETE COMPRESSIVE STRENGTH TEST
Report Number: 94071386.0081
Service Date: April 17, 2008
, rerracon
8901 Carpenter Frwy, Ste #100
Dallas, Texas 75247
(214) 630-1010
Client:
United Commercial Devel
Attn: Robert Dorazil
7001 Preston Rd Ste 500
Dallas TX 75205
Material Information
Specified Strength: 3600 psi @ 28 Days
Plant: 2259
Batch Time: 11 :42am
Supplier: Redi-Mix
Truck No: 1211
Mix I.D. No.: 336K1504
Water Added Onsite Before Test:
Water Added Onsite After Test:
Ticket No: 59024999
o Gallons
5 Gallons
Field Test Data
Test
Slump, inches:
Air Content, %:
Concrete Temperature, of:
Ambient Temperature,oF
Plastic Unit Weight, pcf:
Report Date: April 28, 2008
Project: Vista Ridge Retail Lots 6 & 7
NEC of 121 & Denton Tap Rd.
Coppell, TX
Project No.: 94071386
Sample Information
Date Cast: April 17, 2008 Time: 12:00pm
Sampled by: Terry Smith Insp/Testing
Weather Conditions: Partly cloudy, windy
Accumulative Yards: 250/300 Batch Size (cy): 10.00
Placement Method: Direct Discharge
Sample Locations: 60' S & 50' W of NE corner
Placement Location: Parking Lot, North End, Middle Section
Result
5.50
Specification
72
69
Laboratory Test Data
Set
No.
3
3
3
3
Specimen
ID
1
2
3
4
Diameter Area
(inches) (sq. inches)
4.00 12.57
Date
Tested
04/24/2008
05/15/2008
05/15/2008
06/12/2008
Test Method
ASTM C143
ASTM C231
ASTM C1064
ASTM C 1064
ASTM C138
Age at
Test
(days)
7
28
28
56
Maximum Compressive
Load Strength
(Ibs) (psi)
40,910 3,260
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.
Page 3 of 4
01-MVVBIR01-FulUfIl Key
CONCRETE COMPRESSIVE STRENGTH TEST
Report Number: 94071386.0081
Service Date: April 17, 2008
lrerracon
8901 Carpenter Frwy, Ste #100
Dallas, Texas 75247
(214) 630-1010
Client:
United Commercial Devel
Attn: Robert Dorazil
7001 Preston Rd Ste 500
Dallas TX 75205
Report Date: April 28, 2008
Project: Vista Ridge Retail Lots 6 & 7
NEC of 121 & Denton Tap Rd.
Coppell, TX
OGallons
5 Gallons
Project No.: 94071386
Sample Information
Date Cast: April 17, 2008 Time: 10:35am
Sampled by: Terry Smith Insprresting
Weather Conditions: Partly cloudy, windy
Accumulative Yards: 140/300 Batch Size (cy): 10.00
Placement Method: Direct Discharge
Sample Locations: 110' S & 70' W of NE corner
Placement Location: Parking Lot, North End, Middle Section
Material Information
Specified Strength: 3600 psi @ 28 Days
Batch Time: 9:48am
Supplier: Redi-Mix
Truck No: 1286
Mix I.D. No.: 336K1504
Water Added Onsite Before Test:
Water Added Onsite After Test:
Plant: 2259
Ticket No: 59024977
Field Test Data
Test
Slump, inches:
Air Content, %:
Concrete Temperature, of:
Ambient Temperature,oF:
Plastic Unit Weight, pcf:
Result
5.00
Specification
Test Method
ASTM C143
ASTM C231
ASTM C 1064
ASTM C 1064
ASTM C138
70
60
Laboratory Test Data
Set
No.
2
2
2
2
Specimen
ID
1
2
3
4
Diameter Area
(inches) (sq. inches)
4.00 12.57
Date
Tested
04/24/2008
05/15/2008
05/15/2008
06/12/2008
Age at
Test
(days)
7
28
28
56
Maximum Compressive
Load Strength
(Ibs) (psi)
47,960 3,820
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.
Page 2 of 4
01-M'NBIR01-Future Key
CONCRETE COMPRESSIVE STRENGTH TEST
Report Number: 94071386.0081
Service Date: April 17, 2008
lrerracon
8901 Carpenter Frwy, Ste #100
Dallas, Texas 75247
(214) 630-1 01 0
Client:
United Commercial Devel
Attn: Robert Dorazil
7001 Preston Rd Ste 500
Dallas TX 75205
Report Date: April 28, 2008
Project: Vista Ridge Retail Lots 6 & 7
NEC of 121 & Denton Tap Rd.
Coppell, TX
o Gallons
o Gallons
Project No.: 94071386
Sample Information
Date Cast: April 17, 2008 Time: 9:10am
Sampled by: Terry Smith Insp/Testing
Weather Conditions: Partly cloudy, windy
Accumulative Yards: 80/300 Batch Size (cy): 10.00
Placement Method: Direct Discharge
Sample Locations: 300' S & 70' E of NW corner
Placement Location: Parking Lot, North End, Middle Section
Materia/Information
Specified Strength: 3600 psi @ 28 Days
Batch Time: 8:22am
Supplier: Redi-Mix
Truck No: 1352
Mix I.D. No.: 336K1504
Water Added On site Before Test:
Water Added Onsite After Test:
Plant: 2259
Ticket No: 95024955
Field Test Data
Test
Slump, inches:
Air Content, %:
Concrete Temperature, of
Ambient Temperature,oF
Plastic Unit Weight, pcf:
Result
5.5
Specification
Test Method
ASTM C143
ASTM C231
ASTM C1064
ASTM C 1064
ASTM C138
68
60
Laboratory Test Data
Set
No.
1
1
1
1
Specimen
ID
1
2
3
4
Diameter Area
(inches) (sq. inches)
4.00 12.57
Date
Tested
04/24/2008
05/15/2008
05/15/2008
06/12/2008
Age at
Test
(days)
7
28
28
56
Maximum Compressive
Load Strength
(Ibs) (psi)
53,600 4,260
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.
Page 1 of 4
Ol.M"NBIR01-FutureKey