ST0701-LR100604Specified Strength: 4,000 psi @ 28 days
Mix ID:
DCSOHSO4
Supplier:
Redi -Mix
Batch Time:
1233
Truck No.:
1383
Plant: 259
Ticket No.: 25202205
Field Test Data
Test
Slump (in):
Air Content ( %):
Concrete Temp. (F):
Ambient Temp. (F):
Plastic Unit Wt. (pef):
Result Specification
41/2 3 -5
4.1 3 -6
93
85
144.5
Sample Date:
05/20/10 Sample Time: 1318
Sampled By:
Juan Lopez
Weather Conditions:
Cloudy
Accumulative Yards:
5 Batch Size (cy): 5
Placement Method:
Bucket
Water Added Before (gal):
10
Water Added After (gal):
0
Sample Location:
53' from W end, bottom half
Placement Location:
Westbound Concrete Rail at
No. ID
Southwestern Bridge, 45'- 91' from W
(sq in)
end
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
05/21/10
05/27/10
7
105,010
3,710
2
1 2
6.00
28.27
05/21/10
06/03/10
14
122,960
4,350
2
1 3
6.00
28.27
05/21/10
06/17/10
28
1 4
6.00
28.27
05/21/10
06/17/10
28
Comments:
Samples Made By: Terracon
Services: Obtain samples of fresh concrete at the placement locations, perform required fie
samples.
Terracon Rep.: Juan Lopez Started: 110(
Reported To: Finished: 133(
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, 4- 28-10, Rev.a Page 1 of 1
Senior Project Manager
CONCRETE COMPRESSIVE STRENGTH TEST REPORT
Report Number: 94091 193.0179 Irerracon
Service Date: 05/26/10 8901 Carpenter Frwy.
Report Date: 06/04/10 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 Creels
Coppell, TX
Project Number: 94091193
Material Information
Sample Information
Specified Strength: 4,000
psi @
28 days
Sample Date:
05/26/10 Sample Time:
1310
Sampled By:
Julio R. Perez
Mix ID: DCSOHSO4
Weather Conditions:
Sunny
Supplier: Redi -Mix
Accumulative Yards:
5 Batch Size (cy):
5
Batch Time: 1218
Plant:
259
Placement Method:
Direct Discharge
Truck No.: 1349
Ticket No.: 25204974
Water Added Before (gal):
15
Water Added After (gal):
0
Field Test Data
Sample Location:
T E of W end of bridge
Test
Result
Specification
Placement Location:
Bridge Rail - West Bound
Slump (in):
4
3 -5
Air Content ( %):
3.7
3 -6
Concrete Temp. (F):
93
Ambient Temp. (I+):
87
Plastic Unit Wt. (pet):
151.2
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
05/27/10
06/02/10 7
127,830 4,520
4
1 2
6.00
28.27
05/27/10
06/09/10 14
1 3
6.00
28.27
05/27/10
06/23/10 28
1 4
6.00
28.27
05/27/10
06/23/10 28
Comments:
Samples Made 6y: Terracon
Services: Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength
samples.
Terracon Rep.: .Julio R. Perez Started: 120(
Reported To: Finished: 150(
Contractor: Lacy Construction
Report Distribution:
(1) City of Coppell 'rx (1) City of Coppell TX Reviewed B y :
(1) City of Coppell 'fx (2) Halff Assoc Inc
(1) Lacy C'onsiruction (1) PacTnlst 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.
Cu000i..t -N -iu. itevA Page 1 of 1
Senior Project Manager
Specified Strength: 4,000 psi @ 28 days
Mix ID:
1701
Supplier:
Lattimore
Batch Time:
1250
Truck No.:
7060
Field Test Data
Test
Slump (in):
Air Content ( %):
Concrete Temp. (F):
Ambient Temp. (F):
Plastic Unit Wt. (pcf):
Plant: 07
Ticket No.: 7217116
Result Specification
4 3 -5
4.5 3 -6
96
84
145.2
Laboratory Test Data
Sample Date:
05/20/10 Sample Time: 1338
Sampled By:
Juan Lopez
Weather Conditions:
Cloudy
Accumulative Yards:
6.5 Batch Size (cy): 6.5
Placement Method:
Direct Discharge
Water Added Before (gal):5
Tested
Water Added After (gal):
0
Sample Location:
Sta. 11 +00
Placement Location:
Inlet Approach on Southwestern
1
Boulevard at Sta. 4 +43 and Sta. 11 +00
Set
Specimen
Diameter
Area
Date
Date
No.
ID
(in)
(sq in)
Received
Tested
1
1
6.00
28.27
05/21/10
05/27/10
1
2
6.00
28.27
05/21/10
06/03/10
1
3
6.00
28.27
05/21/10
06/17/10
1
4
6.00
28.27
05/21/10
06/17/10
Age at Maximum Compressive
Test
Load
Strength Fracture
(days)
(lbs)
(psi) Type
7
100,470
3,550 4
14
119,630
4,230 4
28
28
Comments:
Samples Made By: Terracon
Services: Obtain samples of fresh concrete at the placement locations, perform required field tests and cast c
samples.
Terracon Rep.: Juan Lopez Started: 1330
Reported To: Finished: 1500
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
(1) Lacy Constniction Senior
strength
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.
CROOO1, 4- 28-10, Rev.4 Page 1 of 1
CONCRETE COMPRE STRENGTH TEST REPORT file
Report Number:
Service Date: 05/26/10 8901 Carpenter Frwy.
Report Date: 06/04/10 Dallas, TX 75247
214- 630 -1010 Reg No: F -3
Client Project
PacTrust Pacific Realty Associates LP
Attn: Matthew Oyen
15350 Southwest Sequoia Pkwy Ste 300
Portland, OR 97224
Southwestern Boulevard
Grapevine Creels to Beltiine Road
Coppell, TX
Project Number: 94091194
Material Information
Sample Information
Specified Strength: 4,000
psi @
28 days
Sample Date:
05/26/10 Sample Time:
0740
Sampled By:
Julio R. Perez
Mix ID: 1701
Weather Conditions:
Sunny
Supplier: Lattimore
Accumulative Yards:
30 Batch Size (cy):
4
Batch Time: 0649
Plant:
7
Placement Method:
Direct Discharge
Truck No.: 3012
Ticket No.:
7217270
Water Added Before (gal): 10
Water Added After (gal):
0
Field Test Data
Sample Location:
See Placement Location
Test
Result
Specification
Placement Location:
Approach at 400 Southwestern
Slump (in):
5
3 -5
Boulevard
Air Content (` %,):
43
3 -6
Concrete Temp. (F):
90
Ambient Temp. (F):
80
Plastic Unit Wt. (pcf):
146.4
Laboratory Test Data
Age at Maximum Compressive
Set Specimen Diameter
Area
Date
Date Test
Load Strength
Fracture
No. ID
(in)
(sy in)
Received
Tested (days)
(lbs) (psi)
Type
1 1
6.00
28.27
05/27/10
05/27/10 1
93,570 3,310
5
1 2
6.00
28.27
05/27/10
06/02/10 7
124,720 4,410
4
1 3
6.00
28.27
05/27/10
06/23/10 28
1 4
6.00
28.27
05/27/10
06/23/10 28
Comments:
Samples Made By: Terracon
Services: Obtain samples of fresh concrete at the placement locations perform required field tests and cast compressive s • r.
samples.
Terracon Rep.: Julio R. Perez Started: 0600
Reported To: Finished: 1200
Contractor: Lacy Construction
Report Distribution: Reviewed By:
(1) PacTrust Pacific Realty Associates LP (1) City of Coppell TX
(1) City of Coppel I TX (2) Halff Assoc Inc Errc J. lev land, P.E.
(1) Lacy Construction Senior Proje t 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 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.
UR 000 42s -1(), Rz y, A Page I of I