ST9902-LR070202
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
CMJ Report No.: 687 -5192-206
Report Date: 02/23/2007
SpeCifications
3600 psi @ 28 Days
5 in max
Strength
Slump
Air Content
Concrete Temperature
Ambient Temperature
3 % min 6 % max
n/a
400 F min
1/\~tt
Report Distribution: (1) City of Coppell
(1) City of Coppell
(1) Tiseo Paving Company
(1) Teague Nail & Perkins
Placement Date
Sampled By
Weather
Supplier/Mix
Air Content Method
Test Data
01/22/2007
Jory Goldring
Clear/Windy
LMC/1851
ASTM C231
Ticket Number:
Slump:
Concrete Temperature:
Placement Location:
7174893 Time Batched: 10:47 Time Sampled: 11 :49
3 in Air Content: 4.8 % Unit Weight: N/A
580 F Ambient Temperature: 440 F Yardage (c.y.): 4 of 4
Paving: Cut out on Sandy Lake Rd at Northpoint Dr for Water Valve; Repair Work
Sample Location:
Paving: Cut out on Sandy Lake Rd at Northpoint Dr for Water Valve; Repair Work
Concrete Compression Test Results
Cylinder Age Max Load Area Stren8th Fracture
Set # # Test Date (days) (Ibs. force) (sq.in.) (pSI Type
01 SLR01220701 01/29/2007 7 119560 28.27 4230 C-cone/shear
01 SLR01220702 02/19/2007 28 159660 28.27 5650 C-cone/shear
01 SLR01220703 02/19/2007 28 167820 28.27 5930 C-cone/shear
01 SLR01220704 Hold
28 day average 5790
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
z. 1 f1Jf
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 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.: 687-5192-206
Report Date: 02/02/2007
3 % min 6 % max
n/a
400 F min
Placement Date
Sampled By
Weather
Supplier/Mix
Air Content Method
Test Data
01/22/2007
Jory Goldring
Clear/Windy
LMC/1851
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:
7174893 Time Batched: 10:47 Time Sampled: 11 :49
3 in Air Content: 4.8 % Unit Weight: N/A
580 F Ambient Temperature: 440 F Yardage (c.y.): 4 of 4
Paving: Cut out on Sandy Lake Rd at Northpoint Dr for Water Valve; Repair Work
Sample Location:
Paving: Cut out on Sandy Lake Rd at Northpoint Dr for Water Valve; Repair Work
Concrete Compression Test Results
Cylinder Age Max Load Area
Set # # Test Date (days) (Ibs. force) (sq.in.)
01 SLR01220701 01/29/2007 7 119560 28.27
01 SLR01220702 02/19/2007 28
01 SLR01220703 02/19/2007 28
01 SLR01220704 Hold
Fracture
Type
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 wat~ On-Site
I tf/~
1- ~.;~
CMJ Engineering, Inc
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.
o I Page 1 of 1