ST9902-LR061208
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.: 687-5192-197
Report Date: 12/28/2006
Strength
Slump
Air Content
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
11/28/2006
Brent Talcott
Partly Cloudy/Light Breeze
Redi Mix/732
ASTM C231
Concrete Temperature
Ambient Temperature
Ticket Number:
Slump:
Concrete Temperature:
Placement Location:
181146
5in
770 F
Paving:
Time Batched: 08:42
Air Content: 4.2 %
Ambient Temperature: 77" F
Sandy Lake Rd, Median Tips at Intersection with Royal Lane
Time Sampled: 09:40
Unit Weight: N/A
Yardage (c.y.): 10 of 10
Sample Location:
East Median Tip
Concrete Compression Test Results
Cylinder Age Max Load Area Strenth Fracture
Set# # Test Date (days) (Ibs. force) (sq.in.) (pSI Type
01 SLR11280601 12/05/2006 7 163260 28.18 5790 E-columnar
01 SLR 11280602 12/26/2006 28 181420 28.09 6460
01 SLR 11280603 12/26/2006 28 181860 28.09 6470
01 SLR 11280604 Hold
28 day average 6470
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 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.
01 Pagelofl
.. eM J ENGINEERING, INC.
7636 Pebble Drive Fort Worth, Texas 76118 Tel: (817) 284-9400 Fax: (817) 589-9993
Concrete Compression Test Report
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.: 687-5192-198
Report Date: 12/28/2006
3 % min 6 % max
n/a
400 F min
Placement Date
Sampled By
Weather
Supplier/Mix
Air Content Method
Test Data
11/28/2006
Richard Jones
Partly Cloudy/Light Winds
Southern Star/9618-B
ASTM C231
Strength
Slump
Air Content
Concrete Temperature
Ambient Temperature
Specifications
3600 psi @ 28 Days
4 in max
Sample Location:
1538416 Time Batched: 13:20 Time Sampled: 14:15
3.75 in Air Content: 3.5 % Unit Weight: N/A
800 F Ambient Temperature: 74' F Yardage (c.y.): 7.5 of 7.5
Rip Rap: Downward Slope on the North Edge of Westbound Sandy Lake Rd just East of Entrance to 944
Sandy Lake Rd
Rip Rap: Downward Slope on the North Edge of Westbound Sandy Lake Rd just East of Entrance to 944
Sandy Lake Rd
Ticket Number:
Slump:
Concrete Temperature:
Placement Location:
Concrete Compression Test Results
Cylinder Age Max Load Area Stren~th Fracture
Set # # Test Date (days) (Ibs. force) (sq.in.) (pSI Type
02 SLR11280605 12/05/2006 7 123920 28.18 4400 E-columnar
02 SLR 11280606 12/26/2006 28 146640 28.09 5220 E-columnar
02 SLR 11280607 12/26/2006 28 149500 28.09 5320 C-cone/shear
02 SLR11280608 Hold
28 day average 5270
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 Engineerin ,I c
R. Carl Lee, S.E.T.
Vice President/CMT Manager
LIMITATIONS: The test results presented in this report apply only to the specific samples, I 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.
OJ Page 1 of I
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.: 687-5192-197
Report Date: 12/08/2006
Strength
Slump
Air Content
Specifications
3600 psi @ 28 Days
5 in max
3 % min 6 % max
Placement Date
Sampled By
Weather
Supplier/Mix
Air Content Method
Test Data
11/28/2006
Brent Talcott
Partly Cloudy/Light Breeze
Redi Mix/732
ASTM C231
Concrete Temperature n/a
Ambient Temperature 400 F min
1.11111111,111
Ticket Number: 181146 Time Batched: 08:42 Time Sampled: 09:40
Slump: 5 in Air Content: 4.2 % Unit Weight: N/A
Concrete Temperature: 770 F Ambient Temperature: 770 F Yardage (c.y.): 10 of 10
Placement Location: Paving: Sandy Lake Rd, Median Tips at Intersection with Royal Lane
Sample Location:
East Median Tip
Concrete Compression Test Results
Cylinder Age Max Load Area
Set # # Test Date (days) (Ibs. force) (sq.in.)
01 SLR11280601 12/05/2006 7 163260 28.18
01 SLR11280602 12/26/2006 28
01 SLR11280603 12/26/2006 28
01 SLR11280604 Hold
Stren.9th
(pSI)
5790
Fracture
Type
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, I C
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.
01 Page 1 of 1
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.: 687-5192-198
Report Date: 12/08/2006
Strength
Slump
Air Content
Concrete Temperature
Ambient Temperature
Specifications
Test Data
11/28/2006
Richard Jones
Partly Cloudy/Light Winds
Southern Star/9618-B
ASTM C231
3600 psi @ 28 Days
4 in max
3 % min 6 % max
n/a
40. F min
Placement Date
Sampled By
Weather
Supplier/Mix
Air Content Method
Cylinder Age Max Load Area
Set # # Test Date (days) (Ibs. force) (sq.in.)
02 SLR11280605 12/05/2006 7 123920 28.18
02 SLR 11280606 12/26/2006 28
02 SLR11280607 12/26/2006 28
02 SLR11280608 Hold
Ticket Number:
Slump:
Concrete Temperature:
Placement Location:
Sample Location:
1538416 Time Batched: 13:20 Time Sampled: 14:15
3.75 in Air Content: 3.5 % Unit Weight: N/A
800 F Ambient Temperature: 740 F Yardage (c.y.): 7.5 of 7.5
Rip Rap: Downward Slope on the North Edge of Westbound Sandy Lake Rd just East of Entrance to 944
Sandy Lake Rd
Rip Rap: Downward Slope on the North Edge of Westbound Sandy Lake Rd just East of Entrance to 944
Sandy Lake Rd
Concrete Compression Test Results
Stren,gth
(pSI)
4400
Fracture
Type
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, In
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.
o I Page 1 of 1