ST0701-LR091202CONCRETE COMPRESSIVE STRENGTH TEST REPORT Irerracon
Report Number: 94091193.0028
Service Date: 11/04/09 8901 Carpenter Frwy.
Report Date: 12/02/09 Revision 2 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: 3,600 psi @ 28 days
Mix ID: DCCOG501
Supplier: Redi -Mix
Batch Time: 0914 Plant: P259
Truck No.: 1321 Ticket No.: 25132224
Field Test Data
Test
Slump (in):
Air Content ( %):
Concrete Temp. (F):
Ambient Temp. (F):
Plastic Unit Wt. (pcf):
Result Specification
5 1/2 5 -7
2.0
73
69
147.2
Laboratory Test Data
Set
Specimen
Diameter
Area
Date
No.
ID
(in)
(sq in)
Received
1
1
6.00
28.27
11/05/09
1
2
6.00
28.27
11/05/09
1
3
6.00
28.27
11/05/09
1
4
6.00
28.27
11/05/09
Sample Date:
11/04/09 Sample Time: 1015
Sampled By:
Juan Lopez
Weather Conditions:
Clear
Accumulative Yards:
7.5 Batch Size (cy): 7.5
Placement Method:
Direct Discharge
Water Added Before (gal):5
120,900
Water Added After (gal):
0
Sample Location:
Piers @ A #4/D and A #4/E
Placement Location:
Drilled Piers, see Foundation
12/02/09
Observations Report #94091193.0027,
155,000
dated 11/04/09, for pier locations
Compressive
Age at
Maximum
Date
Test
Load
Tested
(days)
(lbs)
11/11/09
7
120,900
11/18/09
14
137,710
12/02/09
28
151,030
12/02/09
28
155,000
Average (28 days)
Compressive
Strength
Fracture
(psi)
Type
4,280
4
4,870
4
5,340
4
5,480
4
5,410
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 ca compressive strength
samples.
Terracon Rep.: Juan Lopez
Reported To:
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 Eric J. eveland, P.E.
(1) Lacy Construction (1) PacTrust Pacific Realty Associates LP Senior P oject 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.
CR0001.5 -21 -09, Rev.7 Page 1 of 1
CONCRETE COMPRESSIVE STRENGTH TEST REPORT
Report Number: 94091193.0042 Irerracon
Service Date: 11/18/09 8901 Carpenter Frwy.
Report Date: 12/02/09 Revision 1 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
Specified Strength: 3,600 psi @ 28 days
Mix ID:
DCCOG504
Supplier:
Redi -Mix
Batch Time:
1250
Truck No.:
1189
Plant: 136
Ticket No.: 25139375
Field Test Data
Test
Slump (in):
Air Content ( %):
Concrete Temp. (F):
Ambient Temp. (F):
Plastic Unit Wt. (pcf):
Result Specification
3 3 -5
4.3 3 -6
78
66
147.4
Laboratory Test Data
Set
Specimen
Diameter
No.
ID
(in)
1
1
6.00
1
2
6.00
1
3
6.00
1
4
6.00
mments:
Samples Made By: Terracon
Sample Information
Sample Date:
11/18/09 Sample Time: 1400
Sampled By:
Robert Alegria
Weather Conditions:
Clear
Accumulative Yards:
10 Batch Size (cy): 10
Placement Method:
Direct Discharge
Water Added Before (gal):0
11/19/09
Water Added After (gal):
0
Sample Location:
Bent #3 Columns C, D, and E
Placement Location:
Abutments #1 and #4, and Bent #3
14
Columns C, D, and E
Age at Maximum
Area
Date
Date
Test
Load
(sq in)
Received
Tested
(days)
(lbs)
28.27
11/19/09
11/25/09
7
126,930
28.27
11/19/09
12/02/09
14
147,090
28.27
11/19/09
12/16/09
28
28.27
11/19/09
12/16/09
28
Compressive
Strength Fracture
(psi) Type
4,490 2
5,200 2
Services: Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive stre
samples.
Terracon Rep.: Robert Alegria Started: 1130
Reported To: Finished: 1530
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 Eric J. Cleveland, P.E.
(1) Lacy Construction (1) PacTrust Pacific Realty Associates LP 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.
CR0001, 5- 21 -09, Rm3 Page I of 1
CONCRETE COMPRESSIVE STRENGTH TEST REPORT
Report Number: 94091193.0023 Irerracon
Service Date: 11/02/09 8901 Carpenter Frwy.
Report Date: 12/02/09 Revision 1 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: 3,600 psi @ 28 days
Mix ID:
DCCOG501
Supplier:
Redi -Mix
Batch Time:
1233
Truck No.:
1193
Field Test Data
Test
Slump (in):
Air Content ( %):
Concrete Temp. (F):
Ambient Temp. (F):
Plastic Unit Wt. (pen:
Plant: P136
Ticket No.: 25131182
Result Specification
6 5 -7
1.4
79
74
148.7
Sample Date: 11/02/09 Sample Time: 1325
Sampled By: Juan Lopez
Weather Conditions: Sunny
Accumulative Yards: 4 Batch Size (cy): 4
Placement Method: Direct Discharge
Water Added Before (gal):3
Water Added After (gal): 0
Sample Location: Drilled Piers, A # 1/D
Placement Location: Drilled Piers at A #1 /C & A #1 /D
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
11/03/09
11/09/09
7
115,050
4,070
4
1 2 6.00
28.27
11/03/09
11/16/09
14
131,720
4,660
2
1 3 6.00
28.27
11/03/09
11/30/09
28
151,950
5,370
2
1 4 6.00
28.27
11/03/09
11/30/09
28
149,750
5,300
2
Average (28 days)
5,340
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 stren
samples.
Terracon Rep.: Juan Lopez
Reported To:
Contractor: Lacy Construction
Report Distribution: Reviewed By:
(1) City of Coppell TX (1) City of Coppell TX
Eric J. C eveland, P.E.
(1) City of Coppell TX ( 2 ) Halff Assoc Inc
(1) Lacy Constriction (1) PacTrust Pacific Realty Associates LP 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.
Page 1 of 1
CR0001, 5- 21.09, Rev.3
CONCRETE COMPRESSIVE STRENGTH TEST REPORT Irerracon
Report Number: 94091193.0025
Service Date: 11/03/09 8901 Carpenter Frwy.
Report Date: 12/02/09 Revision 1 Dallas, TX 75247
2 14- 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: 3,600 psi @ 28 days
Mix ID: DCCOG501
Supplier: Redi -Mix
Batch Time: 1205 Plant: P259
Truck No.: 1375 Ticket No.: 25131731
Field Test Data
Test
Slump (in):
Air Content ( %):
Concrete Temp. (F):
Ambient Temp. (F):
Plastic Unit Wt. (pcf):
Result Specification
3 3/4 5 -7
1.9
82
85
147.8
Laboratory Test Data
Set Specimen
No.
ID
1
1
1
2
1
3
1
4
Diameter
Area
Date
(in)
(sq in)
Received
6.00
28.27
11/04/09
6.00
28.27
11/04/09
6.00
28.27
11/04/09
6.00
28.27
11/04/09
Sample Date:
11/03/09 Sample Time: 1j to
Sampled By:
Juan Lopez
Weather Conditions:
Sunny
Accumulative Yards:
9 Batch Size (cy): 4
Placement Method:
Direct Discharge
Water Added Before (gal):5
132,790
Water Added After (gal):
3 Slump After (in): 3.75
Sample Location:
Pier @ A #4/F
Placement Location:
Drilled Piers, see Foundation
12/01/09
Observations Report #94091193.0024,
163,690
dated 11/03/09, for pier locations
Compressive
Age at
Maximum.
Date
Test
Load
Tested
(days)
(lbs)
11/10/09
7
132,790
11/17/09
14
144,800
12/01/09
28
155,910
12/01/09
28
163,690
Average (28 days)
Compressive
Strength
Fracture
(psi)
Type
4,700
4
5,120
4
5,510
2
5,790
2
5,650
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
samples.
Terracon Rep.: Juan Lopez
Reported To:
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
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.
Page 1 of 1
CR0001, 5 -21 -09, Rev.7