ST9902-LR061027
Concrete Compression Test Report
eM J ENGINEERING, INC.
7636 Pebble Drive Fort Worth, Texas 76118 Tel: (817) 284-9400 Fax: (817) 589-9993
Specifications
Report Distribution: (1) City of Coppell
(1) City of Coppell
(1) Tiseo Paving Company
(1) Teague Nail & Perkins
Client:
Project:
City of Coppell
West Sandy Lake Road
Reconstruction
CMJ Report No.: 687-5192-161
Report Date: 11/17/2006
Test Data
Strength
Slump
Air Content
Concrete Temperature
Ambient Temperature
3600 psi @ 28 Days tJ
5 in max ~ I J
3 % min 6 % max I t 411 1'1
n/a
400 F min
Placement Date
Sampled By
Weather
Supplier/Mix
Air Content Method
1 0/17/2006
Jonathan Hubbard
Clear/Calm
Redi Mix/732
ASTM C231
Ticket Number:
Slump:
Concrete Temperature:
Placement Location:
178178 Time Batched: 11 :00 Time Sampled: 12:15
4.25 in Air Content: 4.1 % Unit Weight: N/A
840 F Ambient Temperature: 730 F Yardage (c.y.): 5 of 10
Paving with Decorative Stamp at Sandy Lake Rd. and North Coppell on North half of Intersection
Sample Location:
Paving with Decorative Stamp at Sandy Lake Rd. and North Coppell on North half of Intersection
Concrete Compression Test Results
Cylinder Age Max Load Area Stren8th Fracture
Set# # Test Date (days) (Ibs. force) (sq.in.) (pSI Type
01 SLR10170601 1 0/24/2006 7 112840 27.99 4030 C-cone/shear
01 SLR10170602 11/14/2006 28 140020 28.09 4980 E-columnar
01 SLR10170603 11/14/2006 28 142200 28.09 ~ E-columnar
01 SLR10170604 Hold
28 day average 5020
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
LIMITATIONS: The test results presented in this report apply only to the specific samp ,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
R. Carl Lee, S.E.T.
Vice PresidentlCMT Manager
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.: 687-5192-161
Report Date: 10/27/2006
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
10/17/2006
Jonathan Hubbard
Clear/Calm
Redi Mix/732
ASTM C231
Ticket Number:
Slump:
Concrete Temperature:
Placement Location:
Sample Location:
178178 Time Batched: 11:00 TimeSampled: 12:15
4.25 in Air Content: 4.1 % Unit Weight: N/A
840 F Ambient Temperature: 730 F Yardage (c.y.): 5 of 10
Paving with Decorative Stamp at Sandy Lake Rd. and North Coppell on North half of Intersection
Paving with Decorative Stamp at Sandy Lake Rd. and North Coppell on North half of Intersection
Concrete Compression Test Results
Cylinder -fl Max Load Area D Fracture
Set# # Test Date (d (Ibs. force) (sq.in.) Type
01 SLR10170601 10/24/2006 112840 27.99 403 C-cone/shear
01 SLR10170602 11/14/2006 8
01 SLR10170603 11/14/2006 28
01 SLR10170604 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.
fZJ Gallons of Water Added On-Site
/I)d (p
CMJ Engineering, Inc ,
..
f\t~
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.
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