ST9902-LR061207
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 Sand~ Road
ReC?tfGcti~~u ..
Report Distribution: (1) City of Coppell
(1) City of Coppell
(1) Tiseo Paving Company
(1) Teague Nail & Perkins
CMJ Report No.: 687-5192-196
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
11/27/2006
Josh Bridges
Cloudy/Breezy
Redi Mix/732
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:
181080 Time Batched: 11:09 Time Sampled: 12:10
3.75 in Air Content: 4.3 % Unit Weight: N/A
770 F Ambient Temperature: 720 F Yardage (c.y.): 10 of 10
Paving: Stamped Concrete at Intersection of Royal and Sandy Lake; Stamped Concrete East and West
Median of First Turn Lane East of Royal Lane
Stamped Concrete East and West Median of First Turn Lane East of Royal Lane
Sample Location:
Concrete Compression Test Results
Cylinder Age Max Load Area Stren8th Fracture
Set # # Test Date (days) (Ibs. force) (sq.in.) (pSI Type
01 SLR 11270601 12/04/2006 i 121540 28.18 4310 E-columnar
01 SLR11270602 12/26/2006 152760 28.09 L 5440 C-cone/shear
01 SLR11270603 12/26/2006 154620 28.09 L5500 E-columnar
01 SLR 11270604 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, I
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.: 687-5192-196
Report Date: 12/07/2006
Strength
Slump
Air Content
Specifications
3600 psi @ 28 Days
5 in max
3 % min 6 % max
n/a
Test Data
Concrete Temperature
Ambient Temperature
400 F min
Placement Date
Sampled By
Weather
Supplier/Mix
Air Content Method
11/27/2006
Josh Bridges
Cloudy/Breezy
Redi Mix/732
ASTM C231
Sample Location:
181080 Time Batched: 11:09 Time Sampled: 12:10
3.75 in Air Content: 4.3 % Unit Weight: N/A
770 F Ambient Temperature: 720 F Yardage (c.y.): 10 of 10
Paving: Stamped Concrete at Intersection of Royal and Sandy Lake; Stamped Concrete East and West
Median of First Turn Lane East of Royal Lane
Stamped Concrete East and West Median of First Turn Lane East of Royal Lane
Ticket Number:
Slump:
Concrete Temperature:
Placement Location:
Concrete Compression Test Results
Cylinder Age Max Load Area
Set# # Test Date (days) (Ibs. force) (sq.in.)
01 SLR11270601 12/04/2006 7 121540 28.18
01 SLR 11270602 12/25/2006 28
01 SLR 11270603 12/25/2006 28
01 SLR11270604 Hold
Strength
(psi)
4310
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.
filf. 17/' )1/7/ Y
o Gallons of Water Added On-Site
R. Carl Lee, S.E.T.
Vice President/CMT Manager
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