ST9902-LR061201
-=0 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.: 687-5192-193
Report Date: 12/19/2006
3 % min 6 % max
n/a
40. F min
Placement Date
Sampled By
Weather
Supplier/Mix
Air Content Method
Test Data
11/16/2006
Richard Jones
Clear/Light Winds
Southern Star/9618-B
ASTM C231
Strength
Slump
Air Content
Concrete Temperature
Ambient Temperature
Specifications
3600 psi @ 28 Days
4 in max
Ticket Number:
Slump:
Concrete Temperature:
Placement Location:
1462036 Time Batched: 13:20 Time Sampled: 14:05
3.5 in Air Content: 3.0 % Unit Weight: N/A
760 F Ambient Temperature: 600 F Yardage (c.y.): 5 of 5
Inlet: C-12 at Sta. 0+80.52 on Westbound Sandy Lake Rd, approximately 75' West of Freeport
Sample Location:
Inlet: C-12 at Sta. 0+80.52 on Westbound Sandy Lake Rd, approximately 75' West of Freeport
Concrete Compression Test Results
Cylinder Age Max Load Area Stren~th Fracture
Set # # Test Date (days) (Ibs. force) (sq.in.) (pSI Type
02 SLR11160605 11/27/2006 11 147800 28.18 5240 E-columnar
02 SLR11160606 12/14/2006 28 174990 28.09 6230 A-cone
02 SLR11160607 12/14/2006 28 176690 28.09 6290 E-columnar
02 SLR11160608 Hold
28 day average 6260
Normal cylinder size: 6" x 12"
Field and laboratory tests by CMJ are per applicable ASTM Standards: C31, C39, C138, G143, C172, C1064, and C617 or C1231.
5 Gallons of Water Added On-Site, approved by: John Gay
CMJ Engineerirg, c R. Carl Lee, S.E.T.
Vice President/CMT Manager
LIMITATIONS: The test results presented in this report apply only to the specific sampl s 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.: 687-5192-193
Report Date: 12/01/2006
Strength
Slump
Air Content
Concrete Temperature
Ambient Temperature
Specifications
3600 psi @ 28 Days
4 in max
Test Data
3 % min 6 % max
n/a
400 F min
Placement Date
Sampled By
Weather
Supplier/Mix
Air Content Method
11/16/2006
Richard Jones
Clear/Light Winds
Southern Star/9618-B
ASTM C231
Ticket Number:
Slump:
Concrete Temperature:
Placement Location:
1462036
Time Batched: 13:20 Time Sampled: 14:05
Air Content: 3.0 % Unit Weight: N/A
Ambient Temperature: 600 F Yardage (c.y.): 5 of 5
C-12 at Sta. 0+80.52 on Westbound Sandy Lake Rd, approximately 75' West of Freeport
3.5 in
760 F
Inlet:
Sample Location:
Inlet: C-12 at Sta. 0+80.52 on Westbound Sandy Lake Rd, approximately 75' West of Freeport
Concrete Compression Test Results
Cylinder Age Max Load Area
Set# # Test Date (days) (Ibs. force) (sq.in.)
02 SLR11160605 11/27/2006 11 147800 28.18
02 SLR11160606 12/14/2006 28
02 SLR11160607 12/14/2006 28
02 SLR11160608 Hold
Stren.9th
(pSI)
5240
Fracture
Type
E-columnar
CMJ Engineering, Inc
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
5 Gallons of Water Added On-Site, approved by: John Gay
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 ] of 1