ST0701-LR100522CONCRETE COMPRESSIVE STRENGTH TEST REPORT
Report Number: 94091 193.0168 Ir
Service Date: 05/07/10 8901 Carpenter Frwy.
Report Date: 05/22/10 Revision 2 Dallas, TX 75247
214- 630 -1010 Reg No: F -3272
Client Project
City of Coppell TX
Attn: Keith Marvin
PO Box 9478
Coppell, TX 75019
Southwestern Boulevard
Coppell Road to Grapevine Creels
Coppell, TX
Project Number: 94091193
Material Information
Sample Information
Specified Strength: 4,000
psi @
28 days
Sample Date:
05/07/10 Sample Time:
0915
Sampled By:
Tirek Driver
Mix ID:
Weather Conditions:
Sunny, windy
Supplier:
Accumulative Yards:
10 Batch Size (cy):
10
Batch Time:
Plant:
Placement Method:
Direct Discharge
Truck No.:
Ticket No.:
Water Added Before (gal):0
Water Added After (gal):
0
Field Test Data
Sample Location:
Sta. 25 +00
Test
Result
Specification
Placement Location:
Southwestern Boulevard, West bound
Slump (in):
2 1/2
1 -3
lane
Air Content ( %):
4.5
3 -6
Concrete Temp. (F):
79
Ambient Temp. (F):
70
Plastic Unit Wt. (pct):
1492
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)
(lbs) (psi)
Type
1 1
6.00
28.27
05/08/10
05/10/10 3
95,380 3,370
5
1 2
6.00
28.27
05/08/10
05/14/10 7
124,190 4,390
5
1 3
6.00
28.27
05/08/10
05/21/10 14
143,410 5,070
5
1 4
6.00
28.27
05/08/10
06/04/10 28
1 5
6.00
28.27
05/08/10
06/04/10 28
Comments:
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.: Tirek Driver Started: 1030
Reported To: Finished: 1430
Contractor: Lacy Construction
Report Distribution:
(1) City o(' Coppell TX (1) City of Coppell TX
(1) City of Coppell Tx (2) Halff Assoc Inc
(1) Lacy Construction (1) PacTntst 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.
C•ROOO t. 4- 29-10, Rev.4 Page I of 2
CONCRETE COMPRESSIVE STRENGTH TEST REPORT
Report Number: 94091 193.0168 Irerracon
Service Date: 05/07/10 8901 Carpenter Frwy.
Report Date: 05 /22/10 Revision 2 Dallas, TX 75247
214- 630 -1010 Reg No:F -3272
Client Project
City of Coppell TX
Attn: Keith Marvin
PO Box 9478
Coppell, TX 75019
Southwestern Boulevard
Coppell Road to Grapevine Creels
Coppell, TX
Project Number: 94091193
Material Information Sample Information
Specified Strength: 4,000 psi @ 28 days
Mix ID:
Supplier:
Batch Time: Plant:
Truck No.: Ticket No.:
Field Test Data
Test
Slump (in):
Air Content
Concrete Temp. (F):
Ambient Temp. (F):
Plastic Unit Wt. (pct):
Result Specification
3 1 -3
5.0 3 -6
77
70
148.0
Sample Date:
05/07/10 Sample Time: 1015
Sampled By:
Tirek Driver
Weather Conditions:
Cloudy, windy
Accumulative Yards:
110 Batch Size (cy): 10
Placement Method:
Direct Discharge
Water Added Before (gal):0
ID
Water Added After (gal):
0
Sample Location:
Sta. 20 +84
Placement Location:
Southwestern Boulevard, West bound
(psi)
lane
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)
(lbs)
(psi)
Type
2
1
6.00
28.27
05/08/10
05110110
3
94,470
3,340
5
2
2
6.00
28.27
05/08/10
05/14/10
7
114,590
4,050
5
2
3
6.00
28.27
05/08/10
05/21/10
14
146,380
5,180
2
2
4
6.00
28.27
05/08/10
06/04/10
28
2
5
6.00
28.27
05/08/10
06/04/10
28
Comments:
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.: Tirek Driver Started: 1030
Reported To: Finished: 1430
Contractor: Lacy Construction
Report Distribution:
(1) City of Coppel I Tx (1) City of Coppell TX Reviewed By:
(1) City of Coppell Tx (2) Halff Assoc Me Eric J. C veland, P.E.
(1) Lacy Construction (1) PacTntst Pacific Realty Associates LP Senior Pf jest 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.
('90001 Page 2 of 2
CONCRETE COMPRESSIVE STRENGTH TEST REPORT
Report Number: 94091 194.0088 Irerracon
Service Date: 05/07/10 8901 Carpenter Frwy.
Report Date: 05/22/10 Revision 1 Dallas, TX 75247
214- 630 -1010 Reg No: F -3272
Client Project
PacTrust Pacific Realty Associates LP
Attn: Matthew Oyen
15350 SOWIMCSt Sequoia Pkwy Ste 300
Portland, OR 97224
Southwestern Boulevard
Grapevine Creels to Beltline Road
Coppell, TX
Project Number: 94091194
Material Information
Sample Information
Specified Strength: 4,000
psi @ 28 days
Sample Date:
05/07/10 Sample Time:
1145
Sampled By:
Tirek Driver
Mix ID:
Weather Conditions:
Cloudy, windy
Supplier:
Accumulative Yards:
210 Batch Size (cy):
10
Batch Time:
Plant:
Placement Method:
Direct Discharge
Truck No.:
Ticket No.:
Water Added Before (gal):0
Water Added After (gal):
0
Field Test Data
Sample Location:
F E of drivewway at 312 Southwestern
Test
Result
Specification
Boulevard
Slump (in):
2 1/2
1 -3
Placement Location:
Southwestern Boulevard. West bound
Air Content
5.0
3 -6
lane
Concrete Temp. (F):
78
Ambient Temp. (F):
80
Plastic Unit Wt. (pct):
151.6
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)
(lbs) (psi)
Type
1 1
6.00
28.27
05/08/10
05110110 3
113,350 4,010
4
1 2
6.00
28.27
05/08/10
05/14/10 7
123,240 4,360
5
1 3
6.00
28.27
05/08/10
05/21/10 14
153,620 5,430
4
1 4
6.00
28.27
05/08/10
06/04/10 28
1 5
6.00
28.27
05/08/10
06/04/10 28
Comments:
Samples Made By: Terracon
Services: Obtain samples of fresh concrete at the placement location4 perform required field tests and cast compressive strength
samples.
Terracon Rep.: Tirek Driver Started: 0730
Reported To: Finished: 1030
Contractor: Lacy Construction
Report Distribution:
(1) PacTrusl Pacific Realty Associates LP (1) City ol'Coppell TX
(I) City of Coppell Tx (2) Halff Assoc hic
(1) Lacy Construction
Test Methods: ASTM C 31, ASTM 09, 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.
CRO001. 4-28 -10, [UvA Page 1 of 3
CONCRETE COMPRESSIVE STRENGTH TEST REPORT
Report Number: 94091 194.0088 strewn
Service Date: 05/07/10 8901 Carpenter Frwy.
Report Datc: 05/22/10 Revision 1 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: 4,000
psi a
28 days
Sample Date:
05/07/10 Sample Time:
1300
Sampled By:
Tirelc Driver
Mix Ill:
Weather Conditions:
Clear
Supplier:
Accumulative Yards:
310 Batch Size (cy):
10
Batch Time:
Plant:
Placement Method:
Direct Discharge
Truck No.:
Ticket No.:
Water Added Before (gal):0
Water Added After (gal):
0
Field Test Data
Sample Location:
T W of W entrance of elementary
Test
Result
Specification
school
Slump (in):
3
1 -3
Placement Location:
Southwestern Boulevard - West bound
Air Content (%):
5.0
3 -6
lane
Concrete Temp. (F):
76
Ambient Temp. (F):
82
Plastic Unit Wt. (pct):
150.6
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)
(lbs) (psi)
Type
2 1
6.00
28.27
05/08/10
05/10/10 3
107,350 3,800
5
2 2
6.00
28.27
05/08/10
05/14/10 7
134,650 4,760
4
2 3
6.00
28.27
05/08/10
05/21/10 14
146,310 5,180
4
2 4
6.00
28.27
05/08/10
06/04/10 28
2 5
6.00
28.27
05/08/10
06/04/10 28
Comments:
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.: Tirek Driver Started: 0730
Reported To: Finished: 1030
Contractor: Lacy Construction
Report Distribution:
(1) PacTntst Pacific Really Associates LP (1) City of Coppell TX
(1) Cily orC'oppcll TX (2) Halff Assoc Inc
(1) Lacy Construction
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.
t'imuo 1, 4-28- 10, It -A Page 2 of 3
CONCRETE COMPRESSIVE STRENGTH TEST REPORT
Report Number: 94091194.0088 MiRry
Service Date: 05/07/10 8901 Carpenter Fr wy.
Report Date: 05/22/10 Revision I 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: 4,000
psi @
28 days
Sample Date:
05/07/10 Sample Time:
1415
Sampled By:
Tirelc Driver
Mix ID:
Weather Conditions:
Clear
Supplier:
Accumulative Yards:
410 Batch Size (cy):
10
Batch Time:
Plant:
Placement Method:
Direct Discharge
Truck No.:
Ticket No.:
Water Added Before (gal):0
Water Added After (gal):
0
Field Test Data
Sample Location:
2' W of E entrance to elementary
school
Test
Result
Specification
Placement Location:
Southwestern Boulevard - West bound
Slump (in):
2 1/2
1 -3
lane
Air Content ('Yo):
4.5
3 -6
Concrete Temp. (F):
77
Ambient Temp. (F):
82
Plastic Unit Wt. (pct):
149.2
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
3 1
6.00
28.27
05/08/10
05110110 3
111,190 3,930
5
3 2
6.00
28.27
05/08/10
05/14/10 7
143,560 5,080
5
3 3
6.00
28.27
05/08/10
05/21/10 14
154,720 5,470
4
3 4
6.00
28.27
05/08/10
06/04/10 28
3 5
6.00
28.27
05/08/10
06/04/10 28
Comments:
Samples Made By: Terracon
Services: Obtain samples of fresh concrete at the placement location4 perform required field tests and
samples.
Terracon Rep.: Tirelc Driver Started: 0730
Reported To: Finished: 1030
Contractor: Lacy Construction
Report Distribution:
(1) PacTiust Pacific Realty Associates LP (1) City of Coppell TX Reviewed By:
(1) City of Coppell TX (2) Halff Assoc Inc 1
(1) Lacy Construction S
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.
c'uuuu 1. 4- 2K -10, ItevA Page 3 of 3