ST9902-LR061108
Concrete Compression Test Report
eM J ENGINEERING, INC.
7636 Pebble Drive Fort Worth, Texas 76118 Tel: (817) 284-9400 Fax: (817) 589-9993
Client:
Project:
City of Coppel!
West Sandy Lake Road
Reconstruction
Report Distribution: (1) City of Coppell
(1) City of Coppell
(1) Tiseo Paving Company
(1) Teague Nail & Perkins
CMJ Report No.: 687-5192-167
Report Date: 11/28/2006
Specifications
Test Data
Strength
Slump
Air Content
Concrete Temperature
Ambient Temperature
3600 psi @ 28 Days
2 in max
3 % min 6 % max
n/a
400 F min
Placement Date
Sampled By
Weather
Supplier/Mix
Air Content Method
10/27/2006
Zach Hartgraves
Clear/Cool
On Site/
ASTM C231
Ticket Number:
Slump:
Concrete Temperature:
Placement Location:
Sample Location:
N/A Time Batched: 09:00
1.5 in Air Content: 5.0 %
730 F Ambient Temperature: 680 F
Paving: Westbound Sandy Lake from Sta. 36+50 to Sta. 18+00
Time Sampled: 09:15
Unit Weight: N/A
Yardage (c.y.): 220 of 1070
Sta.33+00
Concrete Compression Test Results
Cylinder Age Max Load Area Stren8th Fracture
Set # # Test Date (days) (Ibs. force) (sq.in.) (pSI Type
02 SLR10270606 10/30/2006 3 121700 27.90 4360 C-cone/shear
02 SLR10270607 11/03/2006 7 132300 28.18 4690 C-cone/shear
02 SLR10270608 11/24/2006 28 167140 27.90 5990 C-cone/shear
02 SLR10270609 11/24/2006 28 169280 27.90 6070 E-columnar
02 SLR10270610 Hold
28 day average 6030
Normal cylinder size: 6" x 12"
Field and laboratory tests by CMJ are per applicable ASTM Standards: C31, C39, C138, C143, C172, C1064, and C617 or C1231.
o Gallons of Water Added On-Site
CMJ Engineering, I
LIMITATIONS: The test results presented in this report apply only to the specific samples, items, and areas described within this report. The test results
do not pertain to any other samples, items or areas regardless of similarity. Our reports are produced solely for the exclusive use of our
client. This report or any portion of this report may not be reproduced without the written consent of our client and CMJ Engineering, Inc.
01 Page 2 of?
Concrete Compression Test Report
eM J ENGINEERING, INC.
7636 Pebble Drive Fort Worth, Texas 76118 Tel: (817) 284-9400 Fax: (817) 589-9993
Client:
Project:
City of Coppell
West Sandy Lake Road
Reconstruction
Report Distribution: (1) City of Coppell
(1) City of Coppell
(1) Tiseo Paving Company
(1) Teague Nail & Perkins
CMJ Report No.: 687-5192-167
Report Date: 11/28/2006
Strength
Slump
Air Content
Concrete Temperature
Ambient Temperature
S pecifi cations
Test Data
3600 psi @ 28 Days
2 in max
3 % min 6 % max
n/a
400 F min
Placement Date
Sampled By
Weather
Supplier/Mix
Air Content Method
10/27/2006
Zach Hartgraves
Cloudy/Cool
On Site/
ASTM C231
Ticket Number:
Slump:
Concrete Temperature:
Placement Location:
Sample Location:
N/A Time Batched: 09:50
1 in Air Content: 4.5 %
740 F Ambient Temperature: 680 F
Paving: Westbound Sandy Lake from Sta. 36+50 to Sta. 18+00
Time Sampled: 10:00
Unit Weight: N/A
Yardage (c.y.): 410 of 1070
Sta. 29+50
Concrete Compression Test Results
Cylinder Age Max Load Area Stren~th Fracture
Set# # Test Date (days) (Ibs. force) (sq.in.) (psi Type
03 SLR10270611 10/30/2006 3 124200 27.90 4450 E-columnar
03 SLR10270612 11/03/2006 7 151260 28.18 5370 C-cone/shear
03 SLR 1 0270613 11/24/2006 28 170300 27.90 6100 E-columnar
03 SLR10270614 11/24/2006 28 167880 27.90 6020 E-columnar
03 SLR10270615 Hold
28 day average 6060
Normal cylinder size: 6" x 12"
Field and laboratory tests by CMJ are per applicable ASTM Standards: C31, C39, C138, C143, C172, C1064, and C617 or C1231.
o Gallons of Water Added On-Site
CMJ Engineering, 'nc
I
LIMITATIONS: The test results presented in this report apply only to the specific samples, items~nd areas described within this report. The test results
do not pertain to any other samples, items or areas regardless of similarity. Our reports are produced solely for the exclusive use of our
client. This report or any portion of this report may not be reproduced without the written consent of our client and CMJ Engineering, Inc.
01 Page 3 of7
Concrete Compression Test Report
eM J ENGINEERING, INC
7636 Pebble Drive Fort Worth, Texas 76118 Tel: (817) 284-9400 Fax: (817) 589-9993
Client:
Project:
City of Coppell
West Sandy Lake Road
Reconstruction
Report Distribution: (1) City of Coppell
(1) City of Coppell
(1) Tiseo Paving Company
(1) Teague Nail & Perkins
CMJ Report No.: 687-5192-167
Report Date: 11/28/2006
Specifications
Test Data
Strength
Slump
Air Content
Concrete Temperature
Ambient Temperature
3600 psi @ 28 Days
2 in max
3 % min 6 % max
n/a
400 F min
Placement Date
Sampled By
Weather
Supplier/Mix
Air Content Method
10/27/2006
Zach Hartgraves
Cloudy/Cool
On Site/
ASTM C231
Ticket Number:
Slump:
Concrete Temperature:
Placement Location:
Sample Location:
Set#
04
04
04
04
04
Cylinder
#
SLR10270616
SLR10270617
SLR10270618
SLR10270619
SLR10270620
N/A Time Batched: 11 :04
2 in Air Content: 5.0 %
750 F Ambient Temperature: 700 F
Paving: Westbound Sandy Lake from Sta. 36+50 to Sta. 18+00
Time Sampled: 11:15
Unit Weight: N/A
Yardage (c.y.): 530 of 1070
Sta. 26+00
Concrete Compression Test Results
Test Date
Age
(days)
3
7
28
28
Max Load
(Ibs. force)
Area
(sq.in.)
Strength
(psi)
Fracture
Type
1 0/30/2006
11/03/2006
11/24/2006
11/24/2006
Hold
Normal cylinder size: 6" x 12"
Field and laboratory tests by CMJ are per applicable ASTM Standards: C31, C39, C138, C143, C172, C1064, and C617 or C1231.
o Gallons of Water Added On-Site
***This set destroyed in field.
CMJ Engineering, 'nl R. Carl Lee, S.E.T.
Vice Presidenl/CMT Manager
LIMITATIONS: The test results presented in this report apply only to the specific samples, items, rrCI areas described within this report. The test results
do not pertain to any other samples, items or areas regardless of similarity. Our reports are produced solely for the exclusive use of our
client. This report or any portion of this report may not be reproduced without the written consent of our client and CMJ Engineering, Inc.
01
Page 4 of 7
Concrete Compression Test Report
eM J ENGINEERING, INC.
7636 Pebble Drive Fort Worth, Texas 76118 Tel: (817) 284-9400 Fax: (817) 589-9993
Client:
Project:
City of Coppell
West Sandy Lake Road
Reconstruction
Report Distribution: (1) City of Coppell
(1) City of Coppell
(1) Tiseo Paving Company
(1) Teague Nail & Perkins
CMJ Report No.: 687-5192-167
Report Date: 11/28/2006
Strength
Slump
Air Content
Concrete Temperature
Ambient Temperature
Specifications
3600 psi @ 28 Days
2 in max
3 % min 6 % max
Test Data
n/a
400 F min
Placement Date
Sampled By
Weather
Supplier/Mix
Air Content Method
10/27/2006
Zach Hartgraves
Clear/Cool
On Site/
ASTM C231
Ticket Number:
Slump:
Concrete Temperature:
Placement Location:
N/A Time Batched: 12:45
1.5 in Air Content: 4.5 %
750 F Ambient Temperature: 700 F
Paving: Westbound Sandy Lake from Sta. 36+50 to Sta. 18+00
Time Sampled: 13:10
Unit Weight: N/A
Yardage (c.y.): 680 of 1070
Sample Location:
Sta. 23+50
Concrete Compression Test Results
Cylinder Age Max Load Area Stren~th Fracture
Set# # Test Date (days) (Ibs. force) (sq.in.) (psi Type
05 SLR10270621 10/30/2006 3 102560 27.90 3680 B-cone/split
05 SLR10270622 11/03/2006 7 130940 28.18 4650 C-cone/shear
05 SLR10270623 11/24/2006 28 134600 27.90 4820 E-columnar
05 SLR10270624 11/24/2006 28 140260 27.90 5030 C-cone/shear
05 SLR10270625 Hold
28 day average 4930
Normal cylinder size: 6" x 12"
Field and laboratory tests by CMJ are per applicable ASTM Standards: C31, C39, C138, C143, C172, C1064, and C617 or C1231.
o Gallons of Water Added On-Site
CMJ Engineering, 'nc
LIMITATIONS: The test results presented in this report apply only to the specific samples, items, and areas described within this report. The test results
do not pertain to any other samples, items or areas regardless of similarity. Our reports are produced solely for the exclusive use of our
client. This report or any portion of this report may not be reproduced without the written consent of our client and CMJ Engineering, Inc.
01 Page 5 of7
Concrete Compression Test Report
eM J ENGINEERING, INC.
7636 Pebble Drive Fort Worth, Texas 76118 Tel: (817) 284-9400 Fax: (817) 589-9993
Client:
Project:
City of Coppell
West Sandy Lake Road
Reconstruction
Report Distribution: (1) City of Cop pel!
(1) City of Coppell
(1) Tiseo Paving Company
(1) Teague Nail & Perkins
CMJ Report No.: 687-5192-167
Report Date: 11/28/2006
Strength
Slump
Air Content
Concrete Temperature
Ambient Temperature
Specifications
Test Data
3600 psi @ 28 Days
2 in max
3 % min 6 % max
n/a
400 F min
Placement Date
Sampled By
Weather
Supplier/Mix
Air Content Method
1 0/27/2006
Zach Hartgraves
Clear/Cool
On Site/
ASTM C231
Ticket Number:
Slump:
Concrete Temperature:
Placement Location:
Sample Location:
N/A
1.5 in
77" F
Paving:
Time Batched: 13:55
Air Content: 5,5 %
Ambient Temperature: 720 F
Westbound Sandy Lake from Sta. 36+50 to Sta. 18+00
Time Sampled: 14:17
Unit Weight: N/A
Yardage (c.y.): 770 of 1070
Sta. 21 +50
Concrete Compression Test Results
Cylinder Age Max Load Area StrenJth Fracture
Set# # Test Date (days) (Ibs. force) (sq.in.) (psi Type
06 SLR10270626 1 0/30/2006 3 128700 27.90 4610 E-columnar
06 SLR10270627 11/03/2006 7 148400 28.18 5270 E-columnar
06 SLR10270628 11/24/2006 28 168380 27.90 6030 E-columnar
06 SLR10270629 11/24/2006 28 169900 27.90 6090 E-columnar
06 SLR10270630 Hold
28 day average 6060
Normal cylinder size: 6" x 12"
Field and laboratory tests by CMJ are per applicable ASTM Standards: C31, C39, C138, C143, C172, C1064, and C617 or C1231.
o Gallons of Water Added On-Site
CMJ Engineering, 'ncl
LIMITATIONS: The test results presented in this report apply only to the specific samples, items, a~ areas described within this report. The test results
do not pertain to any other samples, items or areas regardless of similarity. Our reports are produced solely for the exclusive use of our
client. This report or any portion of this report may not be reproduced without the written consent of our client and CMJ Engineering, Inc,
01 Page60f7
Concrete Compression Test Report
eM J ENGINEERING, INC.
7636 Pebble Drive Fort Worth, Texas 76118 Tel: (817) 284-9400 Fax: (817) 589-9993
Client:
Project:
City of Coppell
West Sandy Lake Road
Reconstruction
Report Distribution: (1) City of Coppell
(1) City of Coppell
(1) Tiseo Paving Company
(1) Teague Nail & Perkins
CMJ Report No.: 687-5192-167
Report Date: 11/28/2006
Strength
Slump
Air Content
Concrete Temperature
Ambient Temperature
Specifications
Test Data
3600 psi @ 28 Days
2 in max
3 % min 6 % max
n/a
40. F min
Placement Date
Sampled By
Weather
Supplier/Mix
Air Content Method
10/27/2006
Zach Hartgraves
Clear/Sunny
On Site/
ASTM C231
Ticket Number:
Slump:
Concrete Temperature:
Placement Location:
Sample Location:
N/A Time Batched: 15:20
1 in Air Content: 5.0 %
780 F Ambient Temperature: 730 F
Paving: Westbound Sandy Lake from Sta. 36+50 to Sta. 18+00
Time Sampled: 15:40
Unit Weight: N/A
Yardage (c.y.): 1000 of 1070
Sta.18+50
Concrete Compression Test Results
Cylinder Age Max Load Area Stren{rh Fracture
Set # # Test Date (days) (Ibs. force) (sq.in.) (pSI Type
07 SLR10270631 10/30/2006 3 128160 27.90 4590 E-columnar
07 SLR10270632 11/03/2006 7 133430 28.18 4730 E-columnar
07 SLR10270633 11/24/2006 28 165220 27.90 5920 E-columnar
07 SLR10270634 11/24/2006 28 163740 27.90 5870 E-columnar
07 SLR10270635 Hold
28 day average 5900
Normal cylinder size: 6" x 12"
Field and laboratory tests by CMJ are per applicable ASTM Standards: C31, C39, C138, C143, C172, C1064, and C617 or C1231.
o Gallons of Water Added On-Site
CMJ Engineering, 'nc
LIMITATIONS: The test results presented in this report apply only to the specific samples, items, and areas described within this report. The test results
do not pertain to any other samples, items or areas regardless of similarity. Our reports are produced solely for the exclusive use of our
client. This report or any portion of this report may not be reproduced without the written consent of our client and CMJ Engineering, Inc.
01 Page 7 of?
Concrete Compression Test Report
eM J ENGINEERING, INC.
7636 Pebble Drive Fort Worth, Texas 76118 Tel: (817) 284-9400 Fax: (817) 589-9993
Report Distribution: (1) City of Coppell
(1) City of Coppell
(1) Tiseo Paving Company
(1) Teague Nail & Perkins
Client:
Project:
City of Coppell
West Sandy Lake Roa
Reconstruction
CMJ Report No.: 687-5192-167
Report Date: 11/08/2006
Strength
Slump
Air Content
Concrete Temperature
Ambient Temperature
Specifications
Test Data
3600 psi @ 28 Days
2 in max
3 % min 6 % max
n/a
400 F min
Placement Date
Sampled By
Weather
Supplier/Mix
Air Content Method
10/27/2006
Zach Hartgraves
Clear/Cold
On Site/
ASTM C231
Ticket Number:
Slump:
Concrete Temperature:
Placement Location:
Sample Location:
N/A Time Batched: 08:15
4 in* Air Content: 5.5 %
680 F Ambient Temperature: 640 F
Paving: Westbound Sandy Lake from Sta. 36+50 to Sta. 18+00
Time Sampled: 08:30
Unit Weight: N/A
Yardage (c.y.): 60 of 1070
Sta. 35+50
An asterisk (*) appears next to field data which does NOT meet specifications.
Set#
01
01
01
01
01
Cylinder
#
SLR10270601
SLR10270602
SLR10270603
SLR10270604
SLR10270605
Concrete Compression Test Results
Test Date
Age
(days)
3
7
28
28
Max Load
(Ibs. force)
Area
(sq.in.)
Stren,gth
(pSI)
Fracture
Type
1 0/30/2006
11/03/2006
11/24/2006
11/24/2006
Hold
Normal cylinder size: 6" x 12"
Field and laboratory tests by CMJ are per applicable ASTM Standards: C31, C39, C138, C143, C172, C1064, and C617 or C1231.
* Non-Compliant: Contractor Notified {Buddy}
o Gallons of Water Added On-Site
***This set destroyed in field.
CMJ Engineering, 'nc
R. Carl Lee, S.E.T.
Vice President/CMT Manager
LIMITATIONS: The test results presented in this report apply only to the specific samples, items, and areas described within this report. The test results
do not pertain to any other samples, items or areas regardless of similarity. Our reports are produced solely for the exclusive use of our
client. This report or any portion of this report may not be reproduced without the written consent of our client and CMJ Engineering, Inc.
Page I of7
Concrete Compression Test Report
eM J ENGINEERING, INC.
7636 Pebble Drive Fort Worth, Texas 76118 Tel: (817) 284-9400 Fax: (817) 589-9993
Client:
Project:
City of Coppell
West Sandy Lake Road
Reconstruction
Report Distribution: (1) City of Coppell
(1) City of Coppell
(1) Tiseo Paving Company
(1) Teague Nail & Perkins
CMJ Report No.: 687-5192-167
Report Date: 11/08/2006
Strength
Slump
Air Content
Concrete Temperature
Ambient Temperature
Specifications
3600 psi @ 28 Days
2 in max
3 % min 6 % max
Test Data
n/a
400 F min
Placement Date
Sampled By
Weather
Supplier/Mix
Air Content Method
10/27/2006
Zach Hartgraves
Clear/Cool
On Site/
ASTM C231
Ticket Number:
Slump:
Concrete Temperature:
Placement Location:
N/A Time Batched: 09:00
1.5 in Air Content: 5.0 %
730 F Ambient Temperature: 680 F
Paving: Westbound Sandy Lake from Sta. 36+50 to Sta. 18+00
Time Sampled: 09:15
Unit Weight: N/A
Yardage (c.y.): 220 of 1070
Sample Location:
Sta. 33+00
Concrete Compression Test Results
Cylinder Age Max Load Area
Set# # Test Date (days) (Ibs. force) (sq.in.)
02 SLR10270606 10/30/2006 3 121700 27.90
02 SLR10270607 11/03/2006 7 132300 28.18
02 SLR10270608 11/24/2006 28
02 SLR10270609 11/24/2006 28
02 SLR 10270610 Hold
Stren.9th
(pSI)
4360
4690
Fracture
Type
C-cone/shear
C-cone/shear
Normal cylinder size: 6" x 12"
Field and laboratory tests by CMJ are per applicable ASTM Standards: C31, C39, C138, C143, C172, C1064, and C617 or C1231.
o Gallons of Water Added On-Site
R. Car' Lee, S.E.T.
Vice President/CMT Manager
CMJ Engineering, 'nc
LIMITATIONS: The test results presented in this report apply only to the specific samples, items, and areas described within this report. The test results
do not pertain to any other samples, items or areas regardless of similarity. Our reports are produced solely for the exclusive use of our
client. This report or any portion of this report may not be reproduced without the written consent of our client and CMJ Engineering, Inc.
Page 2 of7
Concrete Compression Test Report
eM J ENGINEERING, INC.
7636 Pebble Drive Fort Worth, Texas 76118 Tel: (817) 284-9400 Fax: (817) 589-9993
Client:
Project:
City of Coppell
West Sandy Lake Road
Reconstruction
Report Distribution: (1) City of Coppell
(1) City of Coppell
(1) Tiseo Paving Company
(1) Teague Nail & Perkins
CMJ Report No.: 687-5192-167
Report Date: 11/08/2006
Strength
Slump
Air Content
Concrete Temperature
Ambient Temperature
Specifications
Test Data
3600 psi @ 28 Days
2 in max
3 % min 6 % max
n/a
400 F min
Placement Date
Sampled By
Weather
Supplier/Mix
Air Content Method
10/27/2006
Zach Hartgraves
Cloudy/Cool
On Site/
ASTM C231
Ticket Number:
Slump:
Concrete Temperature:
Placement Location:
Sample Location:
Set #
03
03
03
03
03
Cylinder
#
SLR 10270611
SLR10270612
SLR 10270613
SLR10270614
SLR10270615
N/A Time Batched: 09:50
1 in Air Content: 4.5 %
740 F Ambient Temperature: 680 F
Paving: Westbound Sandy Lake from Sta. 36+50 to Sta. 18+00
Time Sampled: 10:00
Unit Weight: N/A
Yardage (c.y.): 410 of 1070
Sta. 29+50
Concrete Compression Test Results
Test Date
Age
(days)
3
7
28
28
Max Load
(Ibs. force)
124200
151260
Area
(sq.in.)
27.90
28.18
Stren,gth
(pSI)
4450
5370
Fracture
Type
E-columnar
C-cone/shear
10/30/2006
11/03/2006
11/24/2006
11/24/2006
Hold
Normal cylinder size: 6" x 12"
Field and laboratory tests by CMJ are per applicable ASTM Standards: C31, C39, C138, C143, C172, C1064, and C617 or C1231.
o Gallons of Water Added On-Site
CMJ Engineering, 'nc
R. Carl Lee, S.E.T.
Vice PresidentlCMT Manager
LIMITATIONS: The test results presented in this report apply only to the specific samples, items, and areas described within this report. The test results
do not pertain to any other samples, items or areas regardless of similarity. Our reports are produced solely for the exclusive use of our
client. This report or any portion of this report may not be reproduced without the written consent of our client and CMJ Engineering, Inc.
Page 3 of?
Concrete Compression Test Report
eM J ENGINEERING, INC.
7636 Pebble Drive Fort Worth, Texas 76118 Tel: (817) 284-9400 Fax: (817) 589-9993
Client:
Project:
City of Coppell
West Sandy Lake Road
Reconstruction
Report Distribution: (1) City of Coppell
(1) City of Coppell
(1) Tiseo Paving Company
(1) Teague Nail & Perkins
CMJ Report No.: 687-5192-167
Report Date: 11/08/2006
Specifications
Test Data
10/27/2006
Zach Hartgraves
Cloudy/Cool
On Site/
ASTM C231
Strength
Slump
Air Content
Concrete Temperature
Ambient Temperature
3600 psi @ 28 Days
2 in max
3 % min 6 % max
n/a
400 F min
Placement Date
Sampled By
Weather
Supplier/Mix
Air Content Method
Ticket Number:
Slump:
Concrete Temperature:
Placement Location:
Sample Location:
Set #
04
04
04
04
04
Cylinder
#
SLR10270616
SLR10270617
SLR10270618
SLR 10270619
SLR10270620
N/A Time Batched: 11 :04
2 in Air Content: 5.0 %
750 F Ambient Temperature: 700 F
Paving: Westbound Sandy Lake from Sta. 36+50 to Sta. 18+00
Time Sampled: 11:15
Unit Weight: N/A
Yardage (c.y.): 530 of 1070
Sta. 26+00
Concrete Compression Test Results
Test Date
Age
(days)
3
7
28
28
Max Load
(Ibs. force)
Area
(sq.in.)
Stren,gth
(pSI)
Fracture
Type
1 0/30/2006
11/03/2006
11/24/2006
11/24/2006
Hold
Normal cylinder size: 6" x 12"
Field and laboratory tests by CMJ are per applicable ASTM Standards: C31, C39, C138, C143, C172, C1064, and C617 or C1231.
o Gallons of Water Added On-Site
***This set destroyed in field.
LIMITATIONS: The test results presented in this report apply only to the specific samples, items, and areas described within this report. The test results
do not pertain to any other samples, items or areas regardless of similarity. Our reports are produced solely for the exclusive use of our
client. This report or any portion of this report may not be reproduced without the written consent of our client and CMJ Engineering, Inc.
Page 4 of?
Concrete Compression Test Report
eM J ENGINEERING, INC.
7636 Pebble Drive Fort Worth, Texas 76118 Tel: (817) 284-9400 Fax: (817) 589-9993
Client:
Project:
City of Coppell
West Sandy Lake Road
Reconstruction
Report Distribution: (1) City of Coppell
(1) City of Coppell
(1) Tiseo Paving Company
(1) Teague Nail & Perkins
CMJ Report No.: 687-5192-167
Report Date: 11/08/2006
3 % min 6 % max
n/a
400 F min
Placement Date
Sampled By
Weather
Supplier/Mix
Air Content Method
Test Data
1 0/27/2006
Zach Hartgraves
Clear/Cool
On Site/
ASTM C231
Strength
Slump
Air Content
Concrete Temperature
Ambient Temperature
Specifications
3600 psi @ 28 Days
2 in max
Ticket Number:
Slump:
Concrete Temperature:
Placement Location:
N/A
1.5 in
750 F
Paving:
Time Batched: 12:45
Air Content: 4.5 %
Ambient Temperature: 700 F
Westbound Sandy Lake from Sta. 36+50 to Sta. 18+00
Time Sampled: 13:10
Unit Weight: N/A
Yardage (c.y.): 680 of 1070
Sample Location: Sta. 23+50
Concrete Compression Test Results
Cylinder Age Max Load Area
Set # # Test Date (days) (Ibs. force) (sq.in.)
05 SLR10270621 10/30/2006 3 102560 27.90
05 SLR10270622 11/03/2006 7 130940 28.18
05 SLR10270623 11/24/2006 28
05 SLR10270624 11/24/2006 28
05 SLR10270625 Hold
Stren,gth
(pSI)
3680
4650
Fracture
Type
B-cone/split
C-cone/shear
Normal cylinder size: 6" x 12"
Field and laboratory tests by CMJ are per applicable ASTM Standards: C31, C39, C138, C143, C172, C1064, and C617 or C1231.
o Gallons of Water Added On-Site
CMJ Engineering, 'nc
R. Carl Lee, S.E.T,
Vice PresidentlCMT Manager
LIMITATIONS: The test results presented in this report apply only to the specific samples, items, and areas described within this report. The test results
do not pertain to any other samples, items or areas regardless of similarity. Our reports are produced solely for the exclusive use of our
client. This report or any portion of this report may not be reproduced without the written consent of our client and CMJ Engineering, Inc.
Page 5 of?
Concrete Compression Test Report
eM J ENGINEERING, INC.
7636 Pebble Drive Fort Worth, Texas 76118 Tel: (817) 284-9400 Fax: (817) 589-9993
Client:
Project:
City of Coppell
West Sandy Lake Road
Reconstruction
Report Distribution: (1) City of Coppell
(1) City of Coppell
(1) Tiseo Paving Company
(1) Teague Nail & Perkins
CMJ Report No.: 687-5192-167
Report Date: 11/08/2006
Specifications
Test Data
Strength
Slump
Air Content
Concrete Temperature
Ambient Temperature
3600 psi @ 28 Days
2 in max
3 % min 6 % max
n/a
400 F min
Placement Date
Sampled By
Weather
Supplier/Mix
Air Content Method
10/27/2006
Zach Hartgraves
Clear/Cool
On Site/
ASTM C231
Ticket Number:
Slump:
Concrete Temperature:
Placement Location:
Sample Location:
Set #
06
06
06
06
06
Cylinder
#
SLR10270626
SLR10270627
SLR10270628
SLR10270629
SLR10270630
N/A Time Batched: 13:55
1.5 in Air Content: 5.5 %
770 F Ambient Temperature: 720 F
Paving: Westbound Sandy Lake from Sta. 36+50 to Sta. 18+00
Time Sampled: 14:17
Unit Weight: N/A
Yardage (c.y.): 770 of 1070
Sta. 21 +50
Concrete Compression Test Results
Test Date
Age
(days)
3
7
28
28
Max Load
(Ibs. force)
128700
148400
Area
(sq.in.)
27.90
28.18
Stren,gth
(pSI)
4610
5270
Fracture
Type
E-columnar
E-columnar
1 0/30/2006
11/03/2006
11/24/2006
11/24/2006
Hold
Normal cylinder size: 6" x 12"
Field and laboratory tests by CMJ are per applicable ASTM Standards: C31, C39, C138, C143, C172, C1064, and C617 or C1231.
o Gallons of Water Added On-Site
CMJ Engineering, Inc
R. Carl Lee, S.E.T.
Vice PresidenUCMT Manager
LIMITATIONS: The test results presented in this report apply only to the specific samples, items, and areas described within this report. The test results
do not pertain to any other samples, items or areas regardless of similarity. Our reports are produced solely for the exclusive use of our
client. This report or any portion of this report may not be reproduced without the written consent of our client and CMJ Engineering, Inc.
Page 6 of?
Concrete Compression Test Report
eM J ENGINEERING, INC.
7636 Pebble Drive Fort Worth, Texas 76118 Tel: (817) 284-9400 Fax: (817) 589-9993
Client:
Project:
City of Coppell
West Sandy Lake Road
Reconstruction
Report Distribution: (1) City of Coppell
(1) City of Coppell
(1) Tiseo Paving Company
(1) Teague Nail & Perkins
CMJ Report No.: 687-5192-167
Report Date: 11/08/2006
Test Data
Strength
Slump
Air Content
Concrete Temperature
Ambient Temperature
Specifications
3600 psi @ 28 Days
2 in max
3 % min 6 % max
n/a
400 F min
Placement Date
Sampled By
Weather
Supplier/Mix
Air Content Method
10/27/2006
Zach Hartgraves
Clear/Sunny
On Site/
ASTM C231
Ticket Number:
Slump:
Concrete Temperature:
Placement Location:
N/A
1 in
780 F
Paving:
Time Batched: 15:20
Air Content: 5.0 %
Ambient Temperature: 730 F
Westbound Sandy Lake from Sta. 36+50 to Sta. 18+00
Time Sampled: 15:40
Unit Weight: N/A
Yardage (c.y.): 1000 of 1070
Sample Location:
Sta.18+50
Concrete Compression Test Results
Cylinder Age Max Load Area
Set # # Test Date (days) (Ibs. force) (sq.in.)
07 SLR10270631 10/30/2006 3 128160 27.90
07 SLR10270632 11/03/2006 7 133430 28,18
07 SLR10270633 11/24/2006 28
07 SLR10270634 11/24/2006 28
07 SLR10270635 Hold
Strength
(pSI)
4590
4730
Fracture
Type
E-columnar
E-columnar
Normal cylinder size: 6" x 12"
Field and laboratory tests by CMJ are per applicable ASTM Standards: C31, C39, C138, C143, C172, C1064, and C617 or C1231.
o Gallons of Water Added On-Site
LIMITATIONS: The test results presented in this report apply only to the specific samples, items, and areas described within this report, The test results
do not pertain to any other samples, items or areas regardless of similarity. Our reports are produced solely for the exclusive use of our
client. This report or any portion of this report may not be reproduced without the written consent of our client and CMJ Engineering, Inc.
01 Page 7 of7