ST0701-LR100607CONCRETE COMPRESSIVE STRENGTH TEST REPORT
Report Number: 94091193.0168 re
Service Date: 05/07/10 8901 Carpenter Frwy.
Report Date: 06/07/10 Revision 3 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
Sample Date:
05/07/10
Sample Time:
0915
Sampled By:
Tirelc 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. (pcf):
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)
(lbs)
(psi)
Type
1 1
6.00
28.27
05/08/10
05110110 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
150,120
5,310
4
1 5
6.00
28.27
05/08/10
06/04/10 28
156,180
5,520
4
Average (28 days)
5,420
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.: Tirelc Driver Started: 1030
Reported To: Finished: 1430
Contractor: Lacy Construction
Report Distribution:
(1) City of Coppell TX (1) City of Coppell TX
(1) City of Coppell TX (2) Halff Assoc Inc
(1) Lacy Construction (1) PaeTrust 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, 4- 28-10, RevA Page 1 of 2
CONCRETE COMPRESSIVE STRENGTH TEST REPORT
Report Number: 94091193.0168 Irerracon
Service Date: 05/07/10 8901 Carpenter Frwy.
Report Date: 06/07/10 Revision 3 Dallas, TX 75247
214- 630 -1010 Reg No: F -3272
911MI l
City of Coppell TX
Attn: Keith Marvin
PO Box 9478
Coppell, TX 75019
Project
Southwestern Boulevard
Coppell Road to Grapevine Creek
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. (pef):
Result Specification
3 1 -3
5.0 3 -6
77
70
148.0
Sample Date: 05/07/10 Sample Time: 1015
Sampled By: Tirelc Driver
Weather Conditions: Cloudy, windy
Accumulative Yards: 110 Batch Size (cy): 10
Placement Method: Direct Discharge
Water Added Before (gal):0
Water Added After (gal): 0
Sample Location: Sta. 20 +84
Placement Location: Southwestern Boulevard, West bound
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
154,930
5,480
2
2
5
6.00
28.27
05/08/10
06/04/10
28
153,480
5,430
2
Average (28 days)
5,460
Comments: Average compressive strength of 28 day cylinders complies with the specified strength.
Samples Made By: Teri-aeon
Services: Obtain samples of fresh concrete at the placement locations, perform required field tests a
samples.
Terracon Rep.: Tirelc Driver Started: 1030
Reported To:
Contractor: Lacy Construction
Report Distribution:
(1) City of Coppell TX
(1) City of Coppell TX
(1) Lacy Constniction
Finished: 1430
(1) City of Coppell TX Reviewed By:
(2) HalffAssoc Inc
(1) PacTrust Pacific Realty Associates LP
Eric J. Cleveland, P.E.
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.
CROOOI, 4.28 -10, Rev.4 Page 2 of 2
CONCRETE COMPRESSIVE STRENGTH TEST REPORT
Report Number: 94091193.0176 Irerracon
Service Date: 05/21/10 8901 Carpenter Frwy.
Report Date: 06/07/10 Revision I Dallas, TX 75247
214- 630 -1010 Reg No: F -3272
Client
City of Coppell TX
Attn: Keith Marvin
PO Box 9478
Coppell, TX 75019
Project
Southwestern Boulevard
Coppell Road to Grapevine Creek
Coppell, TX
Project Number: 94091193
Material Information Sample Information
Specified Strength: 4,000 psi @ 28 days
Mix ID: DCSOHSO4
Supplier: Redi -Mix
Batch Time: 1522 Plant: 259
Truck No.: 1333 Ticket No.: 25203080
Field Test Data
Test
Slump (in):
Air Content ( %):
Concrete Temp. (F):
Ambient Temp. (F):
Plastic Unit Wt. (pcf):
Result Specification
41/2 3 -5
4.8 3 -6
96
94
142.4
Laboratory Test Data
Set Specimen
Diameter
Area
Date
No. ID
(in)
(sq in)
Received
1 1
6.00
28.27
05/22/10
1 2
6.00
28.27
05/22/10
1 3
6.00
28.27
05/22/10
1 4
6.00
28.27
05/22/10
Sample Date: 05/21/10 Sample Time: 1620
Sampled By: Juan Lopez
Weather Conditions: Sunny
Accumulative Yards: 5 Batch Size (cy): 5
Placement Method: Bucket
Water Added Before (gal):0
Water Added After (gal): 0
Sample Location: 100' from west end, bottom half
Placement Location: Westbound Concrete Rail at
Southwestern Boulevard Bridge - 91' to
136' from the W end
Age at
Date
Test
Tested
(days)
05/28/10
7
06/04/10
14
06/18/10
28
06/18/10
28
Maximum Compressive
Load
Strength Fracture
(lbs)
(psi) Type
93,700
3,310 4
104,370
3,690 4
Comments:
Samples Made By: Terracon
Services: Obtain samples of fresh concrete at the placement locations, perform required fie
samples.
Terracon Rep.: Juan Lopez Started: 140(
Reported To: Finished: 170(
Contractor: Lacy Construction
Report Distribution:
(1) City of Coppell TX (1) City of Coppell TX Reviewed By:
(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, a- za -lo, Rev.a Page 1 of I
Senior Project Manager
Client
PacTrust Pacific Realty Associates LP
Attn: Matthew Oyen
15350 Southwest Sequoia Pkwy Ste 300
Portland, OR 97224
Project
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:
1145
Sampled By:
Tirelc 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
Meld Test Data
Sample Location:
V 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. (pef):
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
168,080 5,950
2
1 5
6.00
28.27 05/08/10
06/04/10 28
167,440 5,920
4
Average (28 days) 5,940
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.: Tirelc Driver Started: 0730
Reported To: Finished: 1030
Contractor: Lacy Construction
Report Distribution:
(1) PacTrust Pacific Realty Associates LP (1) City of Coppell TX
(1) City of Coppell 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.
CROOO1, 4- 28-10, Rev.4 Page 1 of 3
CONCRETE COMPRESSIVE STRENGTH TEST REPORT
Report Number: 94091194.0088 Irerracon
Service Date: 05/07/10 8901 Carpenter Frwy.
Report Date: 06/07/10 Revision 2 Dallas, TX 75247
214- 630 -1010 Reg No: F -3272
Client
PacTrust Pacific Realty Associates LP
Attn: Matthew Oyen
15350 Southwest Sequoia Pkwy Ste 300
Portland, OR 97224
Project
Southwestern Boulevard
Grapevine Creek to Beltline Road
Coppell, TX
Project Number: 94091194
Material Information Sample Information
Specified Strength: 4,000 psi @ 28 days
Mix ID:
Supplier:
Batch Time:
Truck No.:
Field Test Data
Test
Slump (in):
Air Content ( %):
Concrete Temp. (F):
Ambient Temp. (F):
Plastic Unit Wt. (pcf):
Plant:
Ticket No.:
Result
3
5.0
76
82
150.6
Laboratory Test Data
Sample Date: 05/07/10 Sample Time: 1300
Sampled By: Tirek Driver
Weather Conditions: Clear
Accumulative Yards: 310 Batch Size (cy): 10
Placement Method: Direct Discharge
Water Added Before (gal):0
Water Added After (gal): 0
Sample Location: 5'W of W entrance of elementary
Specification school
1 -3 Placement Location: Southwestern Boulevard - West bound
3 -6 lane
Set
Specimen
Diameter
Area
Date
Date
No.
ID
(in)
(sq in)
Received
Tested
2
1
6.00
28.27
05/08/10
05110110
2
2
6.00
28.27
05/08/10
05/14/10
2
3
6.00
28.27
05/08/10
05/21/10
2
4
6.00
28.27
05/08/10
06/04/10
2
5
6.00
28.27
05/08/10
06/04/10
Age at
Maximum
Test
Load
(days)
(lbs)
3
107,350
7
134,650
14
146,310
28
153,490
28
156,890
Average (28 days)
Compressive
Strength
Fracture
(psi)
Type
3,800
5
4,760
4
5,180
4
5,430
4
5,550
2
5,490
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.: Tirek Driver Started: 0730
Reported To: Finished: 1030
Contractor: Lacy Construction
Report Distribution:
(1) PacTrust Pacific Realty Associates LP (1) City of Coppell TX
(1) City of Coppell 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.
CROOO1, 4- 28-10, Rev.a Page 2 of 3
CONCRETE COMPRESSIVE STRENGTH TEST REPORT
Report Number: 94091194.0088 1 rerracon
Service Date: 05/07/10 8901 Carpenter Frwy.
Report Date: 06/07/10 Revision 2 Dallas, TX 75247
214- 630 -1010 Reg No: F -3272
Client
PacTrust Pacific Realty Associates LP
Attn: Matthew Oyen
15350 Southwest Sequoia Pkwy Ste 300
Portland, OR 97224
Project
Southwestern Boulevard
Grapevine Creek to Beltline Road
Coppell, TX
Project Number: 94091194
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. (pcf):
Result Specification
2 1/2 1 -3
4.5 3 -6
77
82
149.2
Sample Date: 05/07/10 Sample Time: 1415
Sampled By: Tirelc Driver
Weather Conditions: Clear
Accumulative Yards: 410 Batch Size (cy): 10
Placement Method: Direct Discharge
Water Added Before (gal):0
Water Added After (gal): 0
Sample Location: 2' W of E entrance to elementary school
Placement Location: Southwestern Boulevard - West bound
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
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
162,300
5,740
2
3
5
6.00
28.27
05/08/10
06/04/10
28
163,610
5,790
2
Average
(28 days)
5,770
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 fie
samples.
Terracon Rep.: Tirelc Driver Started: 073(
Reported To: Finished: 103(
Contractor: Lacy Construction
Report Distribution: Reviewed B
(1) PacTrust Pacific Realty Associates LP (1) City ofCoppell TX y
(1) City of Coppell TX (2) Halff Assoc Inc
(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.
CR0001, 4 -28-10, RevA Page 3 of 3
Senior Project Manager