ST0701-LR100305 CONCRETE COMPRESSIVE STRENGTH TEST REPORT
Report Number: 94091194.0032
'Terror ,.. .
Service Date: 02/05/10 8901 Carpenter Frwy.
Report Date: 03/05/10 Revision 2 Dallas, TX 75247
214 - 630 -1010 Reg No: F -3272
Client Project
PacTrust Pacific Realty Associates LP Southwestern Boulevard
Attn: Matthew Oyen Grapevine Creek 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 Sample Date: 02/05/10 Sample Time: 1440
Sampled By: Mario A.Garcia
Mix ID: 1701 Weather Conditions: Partly cloudy
Supplier: Lattimore Accumulative Yards: 9 Batch Size (cy): 9
Batch Time: 1330 Plant: 07 Placement Method: Bucket
Truck No.: 5030 Ticket No.: 7214568 Water Added Before (gal):10
Water Added After (gal): 0
Field Test Data Sample Location: See Placement Location
Test Result Specification Placement Location: Box Culvert, (2) at Sta. 10 +38 & Sta.
Slump (in): 3 1/2 20+00
Air Content ( %): 4.8
Concrete Temp. (F): 57
Ambient Temp. (F): 56
Plastic Unit Wt. (pcf): 146.2
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 02/06/10 02/12/10 7 124,310 4,400 4
1 2 6.00 28.27 02/06/10 02/19/10 14 153,390 5,430 2
1 3 6.00 28.27 02/06/10 03/05/10 28 157,420 5,570 2
1 4 6.00 28.27 02/06/10 03/05/10 28 167,550 5,930 2
Average (28 days) 5,750
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 c.: compres ive • ength
samples.
Terracon Rep.: Mario A.Garcia Started: 1300
Reported To: Finished: 1530
Contractor: Lacy Construction
Report Distribution: Reviewed By:
(I) PacTrust Pacific Realty Associates LP (1) City of Coppell TX
(1) City of Coppell TX (2) Halff Assoc Inc Eric J. Cle eland, P.E.
(I) Lacy Construction Senior Project 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.
Page 1 of 1
CR0001, 5-21-09, Rev .3
CONCRETE COMPRESSIVE STRENGTH TEST REPORT
Report Number: 94091193.0089 Irerracon
Service Date: 02/05/10 8901 Carpenter Frwy.
Report Date: 03/05/10 Revision 2 Dallas, TX 75247
214 - 630 -1010 Reg No: F -3272
Client Project
City of Coppell TX Southwestern Boulevard
Attn: Keith Marvin Coppell Road to Grapevine Creek
PO Box 9478 Coppell, TX
Coppell, TX 75019
Project Number: 94091193
Material Information
Specified Strength: 4,000 psi @ 28 days
Mix ID: DCSOHSO4
Supplier: Redi -Mix
Batch Time: 1421 Plant: 259
Truck No.: 1321 Ticket No.: 25161676
Field Test Data
Test
Slump (in):
Air Content ( %):
Concrete Temp. (F):
Ambient Temp. (F):
Plastic Unit Wt. (pcf):
Result Specification
33/4 3 -5
5.1 3 -6
62
54
147.1
Laboratory Test Data
Sample Information
Sample Date: 02/05/10 Sample Time: 1520
Sampled By: Barry Cuble
Weather Conditions: Sunny, light breeze
Accumulative Yards: 16 Batch Size (cy): 8
Placement Method: Direct Discharge
Water Added Before (gal): 10
Water Added After (gal): 0
Sample Location: YS of N edge, 5'E of W edge
Placement Location: Paving, W Bridge approach slab (27'x
20')
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
02/06/10
02/12/10
7
128,430
1
2
6.00
28.27
02/06/10
02/19/10
14
146,980
1
3
6.00
28.27
02/06/10
03/05/10
28
156,120
1
4
6.00
28.27
02/06/10
03/05/10
28
170,880
Average (28 days)
Compressive
Strength
Fracture
(psi)
Type
4,540
4
5,200
6
5,520
4
6,040
2
5,780
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 strength
samples.
Terracon Rep.: Barry Cuble Started: 1130
Reported To: Finished: 1730
Contractor: Lacy Construction
Report Distribution: Reviewed By:
(1) City of Coppell TX (1) City of Coppell TX
(1) City of Coppell TX (2) Halff Assoc Inc
(1) Lacy Construction (1) PacTrust Pacific Realty Associates LP
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, 5- 21 -09, Rev.3 Page 1 of 1
CONCRETE COMPRESSIVE STRENGTH TEST REPORT
Report Number: 94091193.0098 Irerracon
Service Date: 02/19/10 8901 Carpenter Frwy.
Report Date: 03/05/10 Revision 1 Dallas, TX 75247
214- 630 -1010 Reg No: F -3272
Client Project
City of Coppell TX Southwestern Boulevard
Attn: Keith Marvin Coppell Road to Grapevine Creek
PO Box 9478 Coppell, TX
Coppell, TX 75019
Project Number: 94091193
Material Information Sample Information
Specified Strength: 4,000 psi @ 28 days
Mix ID: DCCOG504
Supplier: Redi -Mix
Batch Time: 1434 Plant: 136
Truck No.: 1184 Ticket No.: 25164735
Field Test Data
Test
Slump (in):
Air Content ( %):
Concrete Temp. (F):
Ambient Temp. (F):
Plastic Unit Wt. (pcf):
Result Specification
5 1/4 3 -5
5.2 3 -6
60
47
148.6
Laboratory Test Data
Set
Specimen
Diameter
Area
Date
No.
ID
(in)
(sq in)
Received
1
1
6.00
28.27
02/20/10
1
2
6.00
28.27
02/20/10
1
3
6.00
28.27
02/20/10
1
4
6.00
28.27
02/20/10
Sample Date:
02/19/10 Sample Time: 1513
Sampled By:
Barry Cuble
Weather Conditions:
Overcast, breezy
Accumulative Yards:
5 Batch Size (cy): 5
Placement Method:
Direct Discharge
Water Added Before (gal):0
Water Added After (gal):
0
Sample Location:
See Placement Location
Placement Location:
Bridge Span #3 Rail
Age at Maximum
Date
Test
Load
Tested
(days)
(lbs)
02/26/10
7
130,640
03/05/10
14
154,040
03/19/10
28
03/19/10
28
Compressive
Strength Fracture
(psi) Type
4,620
5,450 2
Comments:
Samples Made By: Terracon
Services: Obtain samples of fresh concrete at the placement locations, perform required field tests and
samples.
Terracon Rep.: Barry Cuble Started: 1230 /
Reported To: Finished: 1600
Contractor: Lacy Construction
Report Distribution: Reviewed By:
(1) City of Coppell TX (1) City of Coppell TX
(1) City of Coppell TX (2) Halff Assoc Inc
(1) Lacy Construction (1) PacTrust Pacific Realty Associates LP
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, 5- 21 -09, Rev.3 Page 1 of 1