ST9902-LR061110
Concrete Compression Test Report
eM J ENGINEERING, INC.
7636 Pebble Drive Fort Worth, Texas 76118 Tel: (~}J}..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: City of Coppell
Project: West Sandy Laiss--Road
ReconstruciiOn
"./
CMJ Report No.: 687-5192-171
Report Date: 12/01/2006
Strength
Slump
Air Content
Concrete Temperature
Ambient Temperature
IZ/~'
Specifications
3600 psi @ 28 Days
5 in max
3 % min 6 % max
n/a
400 F min
Placement Date
Sampled By
Weather
Supplier/Mix
Air Content Method
Test Data
1 0/31/2006
Zach Hartgraves
Clear/Cool
On Site/
ASTM C231
Ticket Number:
Slump:
Concrete Temperature:
Placement Location:
Sample Location:
N/A Time Batched: 008:15 Time Sampled: 08:30
3 in Air Content: 5.0 % Unit Weight: N/A
760 F Ambient Temperature: 680 F Yardage (c.y.): 30 of 370
Paving: Sandy Lake Rd/Freeport Intersection, Sta. 17+50, Sta. 35+00, Sta. 36+50
Westbound Sandy Lake Rd, 5' South of North Curb at Sta. 17+50
Concrete Compression Test Results
Cylinder Age Max Load Area Stren8th Fracture
Set # # Test Date (days) (Ibs. force) (sq.in.) (pSI Type
01 SLR10310601 11/03/2006 3 78080 28.18 2770 E-columnar
01 SLR1 031 0602 11/07/2006 7 97720 28.18 3470 E-columnar
01 SLR 10310603 11/28/2006 28 128380 28.09 4570 E-columnar
01 SLR 10310604 11/28/2006 28 127400 28.09 4540 E-columnar
01 SLR10310605 Hold
28 day average 4560
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
~Il&/
LIMITATIONS: The test results presented in this report apply only to the specific samples, te s, 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 of3
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.: 687-5192-171
Report Date: 12/01/2006
3 % min 6 % max
n/a
400 F min
Placement Date
Sampled By
Weather
Supplier/Mix
Air Content Method
Test Data
10/31/2006
Zach Hartgraves
Clear/Cool
On Site/
ASTM C231
Strength
Slump
Air Content
Concrete Temperature
Ambient Temperature
Specifications
3600 psi @ 28 Days
5 in max
Ticket Number:
Slump:
Concrete Temperature:
Placement Location:
N/A Time Batched: 11:15 Time Sampled: 11:45
4.5 in Air Content: 5.0 % Unit Weight: N/A
700 F Ambient Temperature: 620 F Yardage (c.y.): 210 of 370
Paving: Sandy Lake Rd/Freeport Intersection, Sta. 17+50, Sta. 35+00, Sta. 36+50
Sample Location:
Sta. 36+00, 3' North from Middle of Intersection
Concrete Compression Test Results
Cylinder Age Max Load Area Stren8th Fracture
Set# # Test Date (days) (Ibs. force) (sq. in.} (pSI Type
02 SLR10310606 11/03/2006 3 77600 28.18 2750 C-cone/shear
02 SLR 10310607 11/07/2006 7 101500 28.18 3600 E-columnar
02 SLR10310608 11/28/2006 28 133360 28.09 4750 E-columnar
02 SLR10310609 11/28/2006 28 135240 28.09 4810 E-columnar
02 SLR10310610 Hold
28 day average 4780
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, 'rc R. Carl Lee, S.E.T.
Vice President/CMT Manager
LIMITATIONS: The test results presented in this report apply only to the specific samples, item 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 pro uced 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 on
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.: 687-5192-171
Report Date: 12/01/2006
Strength
Slump
Air Content
Concrete Temperature
Ambient Temperature
Specifications
Test Data
3600 psi @ 28 Days
5 in max
3 % min 6 % max
n/a
400 F min
Placement Date
Sampled By
Weather
Supplier/Mix
Air Content Method
10/31/2006
Zach Hartgraves
Cloudy/Windy
On Site/
ASTM C231
Ticket Number:
Slump:
Concrete Temperature:
Placement Location:
Sample Location:
N/A Time Batched: 13:10 Time Sampled: 13:45
5 in Air Content: 4,0 % Unit Weight: N/A
700 F Ambient Temperature: 650 F Yardage (c.y.): 320 of 370
Paving: Sandy Lake Rd/Freeport Intersection, Sta. 17+50, Sta. 35+00, Sta. 36+50
Sta. 41 +50, 3' West of East Tip of Curb
Concrete Compression Test Results
Cylinder Age Max Load Area stren~th Fracture
Set# # Test Date (days) (Ibs. force) (sq.in.) (psi Type
03 SLR10310611 11/03/2006 3 93160 28.18 3310 E-columnar
03 SLR10310612 11/07/2006 7 114000 28.18 4040 E-columnar
03 SLR10310613 11/28/2006 28 140820 28.09 5010 E-columnar
03 SLR10310614 11/28/2006 28 142300 28.09 5070 E-columnar
03 SLR10310615 Hold
28 day average 5040
Normal cylinder size: 6" x 12"
Field and laboratory tests by CMJ are per applicable ASTM Standards: C31, C39, C138, C143, C172, C1 064, and C617 or C1231.
o Gallons of Water Added On-Site
CMJ Engineering, Inc
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 of3
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.: 687-5192-171
Report Date: 11/10/2006
1-------
Strength
Slump
Air Content
Concrete Temperature
Ambient Temperature
Specifications
3600 psi @ 28 Days
5 in max
3 % min 6 % max
n/a
Test Data
400 F min
Placement Date
Sampled By
Weather
Supplier/Mix
Air Content Method
10/31/2006
Zach Hartgraves
Clear/Cool
On Site/
ASTM C231
Ticket Number:
Slump:
Concrete Temperature:
Placement Location:
Sample Location:
N/A Time Batched: 008:15 Time Sampled: 08:30
3 in Air Content: 5.0 % Unit Weight: N/A
760 F Ambient Temperature: 680 F Yardage (c.y.): 30 of 370
Paving: Sandy Lake Rd/Freeport Intersection, Sta. 17+50, Sta. 35+00, Sta. 36+50
Westbound Sandy Lake Rd, 5' South of North Curb at Sta. 17+50
Concrete Compression Test Results
Cylinder Age Max Load Area Stren)'th Fracture
Set # # Test Date (days) (Ibs. force) (sq.in.) (psi Type
01 SLR10310601 11/03/2006 3 78080 28.18 2770 E-columnar
01 SLR 10310602 11/07/2006 7 97720 28.18 3470 E-columnar
01 SLR1031 0603 11/28/2006 28
01 SLR1031 0604 11/28/2006 28
01 SLR1031 0605 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, In
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.
01 Page I of 3
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.: 687-5192-171
Report Date: 11/10/2006
Strength
Slump
Air Content
Concrete Temperature
Ambient Temperature
Test Data
Specifications
3600 psi @ 28 Days
5 in max
3 % min 6 % max
n/a
400 F min
Placement Date
Sampled By
Weather
Supplier/Mix
Air Content Method
10/31/2006
Zach Hartgraves
Clear/Cool
On Site/
ASTM C231
Cylinder Age Max Load Area
Set # # Test Date (days) (Ibs. force) (sq.in.)
02 SLR1031 0606 11/03/2006 3 77600 28.18
02 SLR1031 0607 11/07/2006 7 101500 28.18
02 SLR1 031 0608 11/28/2006 28
02 SLR10310609 11/28/2006 28
02 SLR10310610 Hold
Ticket Number:
Slump:
Concrete Temperature:
Placement Location:
Sample Location:
N/A
4.5 in
700 F
Paving:
Time Batched: 11:15 Time Sampled: 11:45
Air Content: 5.0 % Unit Weight: N/A
Ambient Temperature: 620 F Yardage (c.y.): 210 of 370
Sandy Lake Rd/Freeport Intersection, Sta. 17+50, Sta. 35+00, Sta. 36+50
Sta. 36+00, 3' North from Middle of Intersection
Concrete Compression Test Results
Strength
(psi)
2750
3600
Fracture
Type
C-cone/shear
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
CMJ Engineering, Inc
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 3
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.: 687-5192-171
Report Date: 11/10/2006
n/a
400 F min
Placement Date
Sampled By
Weather
Supplier/Mix
Air Content Method
Test Data
10/31/2006
Zach Hartgraves
CloudylWindy
On Site/
ASTM C231
Strength
Slump
Air Content
Concrete Temperature
Ambient Temperature
Specifications
3600 psi @ 28 Days
5 in max
3 % min 6 % max
Ticket Number:
Slump:
Concrete Temperature:
Placement Location:
N/A Time Batched: 13:10 Time Sampled: 13:45
5 in Air Content: 4.0 % Unit Weight: N/A
700 F Ambient Temperature: 650 F Yardage (c.y.): 320 of 370
Paving: Sandy Lake Rd/Freeport Intersection, Sta. 17+50, Sta. 35+00, Sta. 36+50
Sample Location:
Sta. 41 +50, 3' West of East Tip of Curb
Concrete Compression Test Results
Cylinder Age Max Load Area
Set # # Test Date (days) (Ibs. force) (sq.in.)
03 SLR1 031 0611 11/03/2006 3 93160 28.18
03 SLR10310612 11/07/2006 7 114000 28.18
03 SLR10310613 11/28/2006 28
03 SLR10310614 11/28/2006 28
03 SLR10310615 Hold
Strength
(psi)
3310
4040
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
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, an~ 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 of3
CMJ Engineering, 'nc