ST0701-LR100521CONCRETE COMPRESSIVE STRENGTH TEST REPORT
Report Number: 94091 193.0171 Irerracon
Service Date: 05/12/10 8901 Carpenter Frwy.
Report Date: 05/21/10 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 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:
1 138 Plant: 259
Truck No.:
1349 Ticket No.: 2519911'
Test Data
Test
Slump (in):
Air Content (%):
Concrete Temp. (F):
Ambient Temp. (F):
Plastic Unit Wt. (pct):
Result Specification
3 1/2 3 -5
5.0 3 -6
76
82
148.6
Sample Date:
05/12/10 Sample Time: 1215
Sampled By:
Tirek Driver
Weather Conditions:
Sunny
Accumulative Yards:
10 Batch Size (cy): 10
Placement Method:
Direct Discharge
Water Added Before (gal):0
Date
Water Added After (gal):
0
Sample Location:
East end of bridge
Placement Location:
Bridge Deck Sidewalk, Southwestern
(sq in)
Boulevard
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
05/13/10
05/19/10
7
114,170
4,040 4
1 2
6.00
28.27
05/13/10
05/26/10
14
1 3
6.00
28.27
05/13/10
06/09/10
28
1 4
6.00
28.27
05/13/10
06/09/10
28
Comments:
Samples Made By: Terracon
Services: Obtain samples of fresh concrete at the placement locations perform required field tests and cast cot re ive er
samples.
Terracon Rep.: Tirek Driver Started: 1130
Reported To: Finished: 1330
Contractor: Lacy Construction
Report Distribution:
(1) City of Coppell '1'X (1) City of Coppell TX Reviewed By:
(1) City of Coppell 'I'X (2) Halff Assoc Inc Eric J. Cle land, P.E.
(1) Lacy Construction (1) PacTrust Pacific Realty Associates LP Senior ProA96t 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.
CRUnnn.4- 28-11. Rev.4 Page 1 of I
CONCRETE COMPRESSIVE STRENGTH TEST REPORT
Report Number: 94091 194.0094 1 rermain
Service Date: 05/12/10 8901 Carpenter Frwy.
Report Date: 05/21 /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 Creels 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 (` %0):
Concrete Temp. (F):
Ambient Temp. (F):
Plastic Unit Wt. (pef):
Result Specification
3 1/2 3 -5
4.5 3 -6
76
80
152.2
Sample Date:
05/12/10 Sample Time: 0735
Sampled By:
Tirek Driver
Weather Conditions:
Cloudy, windy
Accumulative Yards:
10 Batch Size (cy): 10
Placement Method:
Conveyor
Water Added Before (gal):0
Area
Water Added After (gal):
0
Sample Location:
272 Southwestern Boulevard
Placement Location:
Driveways, Southwestern Boulevard
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
05/13/10
05115110
3
111,600
3,950
4
1 2
6.00
28.27
05/13/10
05/19/10
7
130,660
4,620
4
1 3
6.00
28.27
05/13/10
05/26/10
14
1 4
6.00
28.27
05/13/10
06/09/10
28
1 5
6.00
28.27
05/13/10
06/09/10
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: 0600
Reported To: Finished: 1130
Contractor: Lacy Construction
Report Distribution:
(1) PacTrust Pacific Realty Associates LP (1) City of Coppel) TX
(1) City of TX (2) Halff Assoc Inc
(1) Lacy Construclion
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.
Cto00 1,.1- 28- 10,Rcv.4 Page 1 oft
CONCRETE COMPRESSIVE STRENGTH TEST REPORT
Report Number: 94091194.0094 straw" ;
Service Date: 05/12/10 8901 Carpenter Frwy.
Report Date: 05/21 /10 Dallas, TX 75247
214- 630 -1010 Reg No:F -3272
Client Project
PaCTrtlSt 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 cr 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 3 -5
5.0 3 -6
78
82
150.6
Laboratory Test Data
Sample Date:
05/12/10 Sample Time: 0940
Sampled By:
Tirek Driver
Weather Conditions:
Clear
Accumulative Yards:
110 Batch Size (cy): 10
Placement Method:
Conveyor
Water Added Before (gal):0
Tested
Water Added After (gal):
0
Sample Location:
Right Lane, corner of Howell
Placement Location:
Driveways, Southwestern Boulevard
Set
Specimen
Diameter
Area
Date
Date
No.
ID
(in)
(sq in)
Received
Tested
2
1
6.00
28.27
05/13/10
05115110
2
2
6.00
28.27
05/13/10
05/19/10
2
3
6.00
28.27
05/13/10
05/26/10
2
4
6.00
28.27
05/13/10
06/09/10
2
5
6.00
28.27
05/13/10
06/09/10
Age at Maximum Compressive
Test
Load
Strength Fracture
(days)
(Ibs)
(psi) Type
3
124,090
4,390 4
7
146,790
5,190 4
14
28
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: 060(
Reported To:
Contractor: Lacy Construction
Report Distribution:
(1) PacTrust Pacific Realty Associates LP (1) City of Coppell TX
(1) City or Coppell TX (2) Halff Assoc Ltc
(1) Lacy Construction
Finished: 113(
Reviewed By:
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 forthe 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 RUUU1, 4 -28-10. t cv,l Page 2 of 2