ST0701-LR091117CONCRETE COMPRESSIVE STRENGTH TEST REPORT
Report Number: 94091193.0018 Irerracon
Service Date: 10/20/09 8901 Carpenter Frwy.
Report Date: 11/17/09 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: 3,600 psi @ 28 days
Mix ID:
DCCOG501
Supplier:
Redi -Mix
Batch Time:
0435 Plant: 136
Truck No.:
1166 Ticket No.: 25128549
Field Test Data
Test
Slump (in):
Air Content ( %):
Concrete Temp. (F):
Ambient Temp. (F):
Plastic Unit Wt. (pcf):
Result Specification
6 5 -7
1.5
81
80
151.0
Laboratory Test Data
Set
Specimen
Diameter
Area
Date
No.
ID
(in)
(sq in)
Received.
1
1
6.00
28.27
10/21/09
1
2
6.00
28.27
10/21/09
1
3
6.00
28.27
10/21/09
1
4
6.00
28.27
10/21/09
Sample Date:
10/20/09 Sample Time: 1803
Sampled By:
Juan Lopez
Weather Conditions:
Clear
Accumulative Yards:
8 Batch Size (cy): 8
Placement Method:
Direct Discharge
Water Added Before (gal):
10
Water Added After (gal):
0
Sample Location:
Pier @ B.2 /C
Placement Location:
Drilled Pers, see Foundation
11/17/09
Observations Report #94091193.0017,
159,680
dated 10/20/09, for pier locations
Compressive
Age at
Maximum
Date
Test
Load
Tested
(days)
(lbs)
10/27/09
7
135,190
11/03/09
14
152,760
11/17/09
28
164,810
11/17/09
28
159,680
Average (28 days)
Compressive
Strength
Fracture
(psi)
Type
4,780
4
5,400
4
5,830
4
5,650
4
5,740
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.: Juan Lopez
Reported To:
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 Constriction (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 ASTIVI, 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
Senior Project Manager
CONCRETE COMPRESSIVE STRENGTH TEST REPORT
Report Number: 94091 193.0031 Irerracon
Service Date: 11/06/09 8901 Carpenter Frwy.
Report Date: 11/17/09 Dallas, TX 75247
214 -630 -1010 Reg No:F -3272
Client
City of Coppel I TX
Attn: Keith Marvin
PO Box 9478
Coppell, "1 "X 75019
Project
Southwestern Boulevard
Coppell Road to Grapevine Creek
Coppell, TX
Project Number: 94091193
Material Information Sample Information
Specified Strength: 3,600 psi a 28 days
Mix ID:
DCCOG501
Supplier:
Redi -Mix
Batch Time:
0946 Plant: P259
Truck No.:
1266 Ticket No.: 25134027
Field Test Data
Test
Slump (in):
Air Content (' %,):
Concrete Temp. (F):
Ambient Temp. (F):
Plastic Unit Wt. (pcf):
Sample Date: 11/06/09 Sample Time: 1041
Sampled By: Juan Lopez
Weather Conditions: Sunny, mild winds
Accumulative Yards: 3.5 Batch Size (cy): 3.5
Placement Method: Direct Discharge
Water Added Before (gal):2
Water Added After (gal): 0
Sample Location: Pier @ B #3 /C
Result Specification Placement Location: Drilled Piers, see Foundation
53/4 5 -7 Observations Report #94091193.0030,
1.5 dated 11/06/09, for pier locations
77
74
147.4
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
11/07/09
11/13/09
7
116,650
4,130 4
1 2 6.00
28.27
11/07/09
11 /20/09
14
1 3 6.00
28.27
11/07/09
12/04/09
28
1 4 6.00
28.27
11/07/09
12/04/09
28
Comments:
Samples Made By: Terracon
Services: Obtain samples of fi•esh concrete at the placement locations, perform required field tests and cast compressive str l
samples.
Terracon Rep.: Juan Lopez
Reported To:
Contractor: Lacy Construction
Report Distribution: Reviewed B
(1) City of Coppell l : (1) City or Coppell TX y
(l) City of' Coppell Tx (2) HalfrAssoc Inc E J leveland, P.E.
(1) Lacy Coosuvetion (1) PacTnist PaciFic Realty Associates LP Sem 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 forthe use of the client
Indic ated 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. s- 21.0 44-1 Page I of I
CONCRETE COMPRESSIVE STRENGTH TEST REPORT
Report Number: 94091 193.0028 lVerracon
Service Date: 1 1/04/09 8901 Carpenter Frwy.
Report Date: 1 1/17/09 Dallas, TX 75247
214- 630 -1010 Re 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: 3,600 psi @ 28 days
Mix Ill:
DCCOG501
Supplier:
Recli -Mix
Batch Time:
0914 Plant: P259
Truck No.:
1321 Ticket No.: 25132224
Field Test Data
Test
Slump (in):
Air Content (' %1):
Concrete 'f em p. (F):
Ambient Temp. (F):
Plastic Unit Wt. (pel):
Result Specification
5 1/2 5 -7
2.0
73
69
147.2
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
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
Water Added After (gal): 0
Sample Location: Piers @ A #4 /D and A #4 /E
Placement Location: Drilled Piers, see Foundation
Observations Repots #94091193.0027,
dated 11/04/09, for pier locations
Age at
Area
Date
Date
Test
(sq in)
Received
Tested
(days)
28.27
11/05/09
11/11/09
7
28.27
11/05/09
11/18/09
14
28.27
11/05/09
12/02/09
28
28.27
11/05/09
12/02/09
28
Maximum
Compressive
Load
Strength Fracture
(lbs)
(psi) Type
120,900
4,280 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.: Juan Lopez
Reported To:
Contractor: Lacy Construction
Report Distribution:
(1) Lily o1 C'oppcll Tx (1) City ofCoppell TX Reviewed By:
( I) City ofCoppell Tx (2) Haln'Assoc Inc EVc J Cleveland, P.E.
(1) Lacy C'on.41mclion (1) PacTnlsl Pacific Renity Associates LP Senio 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.
CIUMM11. ?- 21 -INI, Rm 3 Page I of I