ST0701-LR100603Specified Strength: 4,000 psi @ 28 days
Mix ID:
DCSOHSO4
Supplier:
Redi -Mix
Batch Time:
1140 Plant: 136
Truck No.:
1363 Ticket No.: 25195333
Field Test Data
Test
Slump (in):
Air Content ( %):
Concrete Temp. (F):
Ambient Temp. (F):
Plastic Unit Wt. (pcf):
Result Specification
41/4 3 -5
5.0 3 -6
80
85
147.2
Laboratory Test Data
Set Specimen
Diameter
Area
Date
No. ID
(in)
(sq in)
Received
1 1
6.00
28.27
05/06/10
1 2
6.00
28.27
05/06/10
1 3
6.00
28.27
05/06/10
1 4
6.00
28.27
05/06/10
Sample Date:
05105110
Sample Time:
1251
Sampled By:
Koda W. Shadix
Weather Conditions:
Clear
Accumulative Yards:
10
Batch Size (cy):
10
Placement Method:
Direct Discharge
Water Added Before (gal):40
Water Added After (gal): 0
Sample Location:
Span 2
Placement Location:
Bridge Span 2 and E approach
Age at
Maximum
Compressive
Date Test
Load
Strength
Fracture
Tested (days)
(lbs)
(psi)
Type
05110110 5
95,230
3,370
5
05/12/10 7
113,230
4,010
4
06/02/10 28
159,580
5,640
4
06/02/10 28
159,110
5,630
4
Average (28 days) 5,640
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
Ao
mpressive
samples.
Terracon Rep.: Koda W. Shadix Started: 1130
Reported To: Terry, Ashlar Finished: 1530
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 Er Cleve and,
(1) Lacy Construction (1) PacTrust Pacific Realty Associates LP Senior Project ai
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.
CROOOt, 4- 28-10, ReVA Page 1 of I
Material Information
Specified Strength: 4,000 psi @ 28 days
Mix ID: DCSOHSO4
Supplier: Redi -Mix
Batch Time: 0956 Plant: 136
Truck No.: 1191 Ticket No.: 25201571
Field Test Data
Test
Slump (in):
Air Content ( %):
Concrete Temp. (F):
Ambient Temp. (F):
Plastic Unit Wt. (pef):
Laboratory Test Data
Result Specification
5 1/2 3 -5
5.0 3 -6
88
85
146.0
Set
Specimen
Diameter
No.
ID
(in)
1
1
6.00
1
2
6.00
1
3
6.00
1
4
6.00
Area
Date
(sq in)
Received
28.27
05/20/10
28.27
05/20/10
28.27
05/20/10
28.27
05/20/10
Sample Information
Sample Date:
05/19/10 Sample Time: 1030
Sampled By:
Jose A. Martinez
Weather Conditions:
Partly cloudy
Accumulative Yards:
5 Batch Size (cy): 5
Placement Method:
Crane /Bucket
Water Added Before (gal):5
28
Water Added After (gal):
0
Sample Location:
Guard Rail
Placement Location:
Bridge - westbound Lane Guard Rail,
west side span
Age at
Date
Test
Tested
(days)
05/26/10
7
06/02/10
14
06/16/10
28
06/16/10
28
Maximum Compressive
Load
Strength Fracture
(lbs)
(psi) Type
117,390
4,150 4
125,460
4,440 4
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.: Jose A. Martinez Started: 090(
Reported To: Finished: 120(
Contractor: Lacy Construction
Report Distribution:
(1) City of Coppell TX
(1) City of Coppell TX
(1) Lacy Construction
Test Methods:
(1) City of Coppell TX Reviewed By:
(2) Halff Assoc Inc
(1) PacTrust Pacific Realty Associates LP
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.
CROODI, 4- 28-10, Rev.4 Page 1 of 1
Senior Project Manager
CONCRETE COMPRESSIVE STRENGTH TEST REPORT
Report Number: 94091194.0099 Irerracon
Service Date: 05/19/10 8901 Carpenter Frwy.
Report Date: 06/03/10 Revision I 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: 1701
Supplier: Lattimore
Batch Time: 1327 Plant: 7
Truck No.: 5030 Ticket No.: 7217096
Field Test Data
Test
Slump (in):
Air Content ( %):
Concrete Temp. (F):
Ambient Temp. (F):
Plastic Unit Wt. (pcf):
Result Specification
3 1/2 3 -5
4.0 3 -6
90
82
148.8
Laboratory Test Data
Set
Specimen
Diameter
Area
No.
ID
(in)
(sq in)
1
1
6.00
28.27
1
2
6.00
28.27
1
3
6.00
28.27
1
4
6.00
28.27
Sample Date:
Sampled By:
Weather Conditions:
Accumulative Yards:
Placement Method:
Water Added Before
05/19/10 Sample Time: 1410
Julio R. Perez
Partly cloudy
3.5 Batch Size (cy): 3.5
Direct Discharge
(gal):0
Water Added After (gal): 0
Sample Location: 45' S of Bullock Street on Southwestern
Boulevard
Placement Location: Inlet Top
Comments:
Samples Made By: Terracon
Services: Obtain samples of fresh concrete at the placement locations, perform required field tests and cas compressive strength
samples.
Terracon Rep.: Julio R. Perez Started: 1400
Reported To: Finished: 1600
Contractor: Lacy Construction
Report Distribution: Reviewed By:
(1) PacTrust Pacific Realty Associates LP (1) City of Coppell TX
(1) City of Coppell TX (2) Halff Assoc Inc Eric J. Cleveland, P.E.
(1) 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.
CROOOt, 4- 28-10, Rev.a Page I of 1
Age at
Maximum
Compressive
Date
Date
Test
Load
Strength
Fracture
Received
Tested
(days)
(lbs)
(psi)
Type
05/20/10
05/26/10
7
113,000
4,000
4
05/20/10
06/02/10
14
121,380
4,290
4
05/20/10
06/16/10
28
05/20/10
06/16/10
28
Comments:
Samples Made By: Terracon
Services: Obtain samples of fresh concrete at the placement locations, perform required field tests and cas compressive strength
samples.
Terracon Rep.: Julio R. Perez Started: 1400
Reported To: Finished: 1600
Contractor: Lacy Construction
Report Distribution: Reviewed By:
(1) PacTrust Pacific Realty Associates LP (1) City of Coppell TX
(1) City of Coppell TX (2) Halff Assoc Inc Eric J. Cleveland, P.E.
(1) 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.
CROOOt, 4- 28-10, Rev.a Page I of 1