ST0701-LR091221CONCRETE COMPRESSIVE STRENGTH TEST REPORT Irerracon
Report Number: 94091193.0042
Service Date: 11/18/09 8901 Carpenter Frwy.
Report Date: 12/21/09 Revision 2 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:
DCCOG504
Supplier:
Redi -Mix
Batch Time:
1250 Plant: 136
Truck No.:
1189 Ticket No.: 25139375
Field Test Data
Test
Slump (in):
Air Content ( %):
Concrete Temp. (F):
Ambient Temp. (F):
Plastic Unit Wt. (pco:
Result Specification
3 3 -5
4.3 3 -6
78
66
147.4
Laboratory Test Data
Set
Specimen
Diameter
Area
Date
No.
ID
(in)
(sq in)
Received
1
1
6.00
28.27
11/19/09
1
2
6.00
28.27
11/19/09
1
3
6.00
28.27
11/19/09
1
4
6.00
28.27
11/19/09
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
126,930
Water Added After (gal):
0
Sample Location:
Bent #3 Columns C, D, and E
Placement Location:
Abutments 41 and #4, and Bent #3
12/16/09
Columns C, D, and E
Compressive
Age at
Maximum
Date
Test
Load
Tested
(days)
(lbs)
11/25/09
7
126,930
12/02/09
14
147,090
12/16/09
28
149,220
12/16/09
28
166,600
Average (28 days)
Compressive
Strength
Fracture
(psi)
Type
4,490
2
5,200
2
5,280
4
5,890
2
5,590
Comments: 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.: 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 MCIevel
(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.
CRa0o 1, 5. 21.09, Rev.J Page 1 of 1
CONCRETE COMPRESSIVE STRENGTH TEST REPORT
Report Number: 94091 193.0050 iierracon
Service Date: 12/10/09 8901 Carpenter Frwy.
Report Date: 12/21/09 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:
DCB00501
Supplier:
Redi -Mix
Batch Time:
1207 Plant: 259
Truck No.:
1371 Ticket No.: 25144642
Field Test Data
Test
Slump (in):
Air Content
Concrete Temp. (F):
Ambient Temp. (F):
Plastic Unit Wt. (pef):
Result Specification
2 1/4 3 -5
3.0 3 -6
55
35
147.5
Laboratory Test Data
Set Specimen
Diameter
Area
Date
No. ID
(in)
(sq in)
Received
I 1
6.00
28.27
12/11/09
1 2
6.00
28.27
12/11/09
1 3
6.00
28.27
12/11/09
1 4
6.00
28.27
12/11/09
Sample Date:
12/10/09 Sample Time: 1320
Sampled By:
Burl E. Thomas
Weather Conditions:
Clear
Accumulative Yards:
10 Batch Size (cy): 10
Placement Method:
Direct Discharge
Water Added Before (gal):5
28
Water Added After (gal):
0
Sample Location:
6'S & 6'E of NW corner
Placement Location:
Riprap, W side, eastbound
Southwestern Boulevard
Maximum
Age at
Date
Test
Tested
(days)
12/17/09
7
12/24/09
14
01/07/10
28
01 /07/10
28
Maximum
Compressive
Load
Strength Fracture
(lbs)
(psi) Type
105,530
3,730 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.: Burl E. Thomas Started: 0830
Reported To:
Contractor: Lacy Construction
Report Distribution:
(1) City of Coppell 'I'X
(1) City ol'Cuppell TX
(1) Lacy Conslruclion
Finished: 1330
(1) City of Coppell TX Reviewed By:
(2) HalfTAssoc Inc
(1) PacTrusl 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.
CnlHlnl. 5 -21- 11 IW,,3 Page 1 of
FIELD DENSITY TEST REPORT
Terracon
Report Number: 94091 193.0054
Service Date: 12/15/09
8901 Carpenter Frwy.
Report Date: 12/21/09
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
Lab Test Data Project Requirements
Optimum Max. Lab
Water Dry Unit Water Minimum
Mat. Proctor
Laboratory Content Weight Content Compaction
No. Ref. No. Classification and Description
Test Method ( %) (pef) ( %) ( %)
1 94091 193.0002 Dark brown clay, with sand
ASTM D698 24.2 94.6 0/ +4 95
Field Test Data
Test
No. Test Location
8" Sewer Line, Line B
Probe Wet Water Water Dry Unit Percent
Lift / Mat. Depth Density Content Content Weight Compaction
Elev. No. (in) (Pc') (PC') ( %) (pcf) ( %)
23 Sta. 8 +50 5.5' bfg 1 6 119.6 23.9 25.0 95.7 101
Datum: bfg = below final grade Gauge ID: 1960
Comments: Test results on this report meet project requirements as noted above.
Services: Perform in -place density and moisture content tests to determine degree of compaction and matrial moisture
condition.
Terracon Rep.: Barry Cuble
Reported To: Oscar w /Lacy Construction
Contractor: Lacy Construction
Report Distribution:
(1) City orCoppcll Tx (1) City or Coppell TX Reviewed By:
(1) City ol'Coppell'rx (2) Hnlrf Assoc Inc Eric J. Cleveland, P.E.
(1) Lacy Construction (1) PacTnist Pacific Renity Associntes LP Senior Project Manager
Test Methods: ASTM D6938
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.
Cit0007.4.311- no.IW,.2 Page 1 of I