ST0701-LR100615CONCRETE COMPRESSIVE STRENGTH TEST REPORT
Report Number: 94091194.0096 Irerracon
Service Date: 05/17/10 8901 Carpenter Frwy.
Report Date: 06/15/10 Revision 2 - 28 -day results Dallas, TX 75247
214- 630 -1010 Reg No: F -3272
Client Project
PacTrust Pacific Realty Associates LP Southwestern Boulevard
Attn: Matthew Oyen Grapevine Creels to Beltline Road
15350 Southwest Sequoia Pkwy Ste 300 Coppell, TX
Portland, OR 97224
Project Number: 94091194
Material Information Sample Information
Specified Strength: 4,000 psi @ 28 days
Mix ID: 1701
Supplier: Lattimore
Batch Time: 1341 Plant: 07
Truck No.: 5024 Ticket No.: 7217039
Field Test Data
Test
Slump (in):
Air Content (o /t):
Concrete Temp. (F):
Ambient Temp. (F):
Plastic Unit Wt. (pcf):
Result Specification
4 3 -5
4.0 3 -6
90
88
142.2
Laboratory Test Data
Sample Date:
05/17/10 Sample Time: 1400
Sampled By:
Jesus Rojas
Weather Conditions:
Cloudy
Accumulative Yards:
6.5 Batch Size (cy): 6.5
Placement Method:
Direct Discharge
Water Added Before (gal):10
Tested
Water Added After (gal):
0
Sample Location:
See Placement Location
Placement Location:
Manhole Tops, Sta. 28 +75 and Sta.
05/24/10
27 +24
Age at Maximum
Set Specimen
Diameter
Area
Date
Date
Test
Load
No. ID
(in)
(sq in)
Received
Tested
(days)
(lbs)
1 1
6.00
28.27
05/18/10
05/24/10
7
108,850
1 2
6.00
28.27
05/18/10
05/31/10
14
120,050
1 3
6.00
28.27
05/18/10
06/14/10
28
135,060
1 4
6.00
28.27
05/18/10
06/14/10
28
136,240
Average (28 days)
Compressive
Strength
Fracture
(psi)
Type
3,850
2
4,250
2
4,780
2
4,820
2
4,800
Comments: Average compressive strength of 28 day cylinders complies with the specified strength.
Samples Made By: Terracon
Services: Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive stre gth
samples.
Terracon Rep.: Jesus Rojas Started: 1300
Reported To: Finished: 1530
Contractor: Lacy Construction
Report Distribution: Reviewed By:
(1) PacTnist Pacific Realty Associates LP (1) City of Coppell TX
(I) City of Coppell TX (2) HaItTAssoc Inc ric J. Clevel nd, P.E.
Senior Project Manager
(1) Lacy Constniction
Test Methods: ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064, ASTM C1231
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.
CROOO1, 4- 28-10, Rev.4 Pagel of 1
CONCRETE COMPRESSIVE STRENGTH TEST REPORT �`
Report Number: 94091 194.0110
Service Date: 06/07/10 8901 Carpenter Frwy.
Report Date: 06/15/10 Dallas, TX 75247
214- 630 -1010 Reg No: F -3272
Client Project
PacTrust Pacific Realty Associates LP
Attn: Matthew Oyen
15350 Southwest Sequoia Pkwy Ste 300
Portland, OR 97224
Southwestern Boulevard
Grapevine Creek to Beltline Road
Coppell, TX
Project Number: 94091194
Material Information Sample Information
Specified Strength: 3,000 psi @ 28 days
Mix ID: 1261
Supplier: Lattimore
Batch Time: 0925 Plant: 3
Truck No.: 5016 Ticket No.: 3277433
Field Test Data
Test
Slump (in):
Air Content
Concrete Temp. (F):
Ambient Temp. (F):
Plastic Unit Wt. (pef):
Result Specification
5 1/2 3 -5
4.0 3 -6
91
86
144.5
Sample Date:
06/07/10 Sample Time: 1035
Sampled By:
Francisco J. Morillo
Weather Conditions:
Cloudy
Accumulative Yards:
10 Batch Size (cy): 10
Placement Method:
Direct Discharge
Water Added Before (gal):20
Date
Water Added After (gal):
0
Sample Location:
Howell Drive and Southwestern Blvd.
Placement Location:
Sidewalk at E corner of Howell Drive
(sq in)
and Southwestern Blvd.
Laboratory Test Data
Age at
Maximum
Compressive
Set Specimen Diameter
Area
Date
Date
Test
Load
Strength Fracture
No. ID
(in)
(sq in)
Received
Tested
(days)
(Ibs)
(psi) Type
1 1
6.00
28.27
06/08/10
06/14/10
7
78,960
2,790 5
1 2
6.00
28.27
06/08/10
06/21/10
14
1 3
6.00
28.27
06/08/10
07/05/10
28
1 4
6.00
28.27
06/08/10
07/05/10
28
Comments:
Samples Made By: Terracon
Services: Obtain samples of fresh concrete at the placement locations, perform required field tests and c st c in •e ive strength
samples.
Terracon Rep.: Francisco J. Morillo Started: 0930
Reported To: Superintendent Finished: 1200
Contractor: Lacy Construction
Report Distribution:
(1) PacTrust Pacific Realty Associates LP (1) City of Coppell TX Reviewed B
(1) City of Coppell TX (2) I-Ialff Assoc Inc Eric J Cleveland, P.E.
(1) Lacy Constriction Senior roject Manager
Test Methods: ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064, ASTM C1231
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.
('110001.4 -2s -tit, RevA Page I of I