ST9902-LR061128
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.: 687-5192-195
Report Date: 12/20/2006
Concrete Temperature
Ambient Temperature
n/a
Placement Date
Sampled By
Weather
Supplier/Mix
Air Content Method
Test Data
11/17/2006
Josh Bridges
Sunny/Light Wind
LMC/1701
ASTM C231
Strength
Slump
Air Content
Specifications
3000 psi @ 28 Days
4 in max
n/a
n'a
Ticket Number:
Slump:
Concrete Temperature:
Placement Location:
7173388
3.75 in
600 F
Street Light Piers:
Time Batched: 14:53 Time Sampled: 15:50
Air Content: 1.2 % Unit Weight: N/A
Ambient Temperature: 620 F Yardage (c.y.): 8 of 8
West bound Lane of Sandy Lake Rd at Intersection of Sandy Lake and Freeport
Sample Location:
Street Light Piers: West bound Lane of Sandy Lake Rd at Intersection of Sandy Lake and Freeport
Concrete Compression Test Results
Cylinder Age Max Load Area Stren8th Fracture
Set # # Test Date (days) (Ibs. force) (sq.in.) (pSI Type
01 SLR11170601 11/24/2006 7 120000 27.90 4300 C-cone/shear
01 SLR 11170602 12/15/2006 28 148400 28.09 5280 B-cone/split
01 SLR11170603 12/15/2006 28 150280 28.09 5350 E-columnar
01 SLR11170604 Hold
28 day average 5320
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, Inc
LIMITATIONS: The test results presented in this report apply only to the specific samples, items, and areas described within this report. The test resulls
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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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 Goppell
(1) City of Coppell
(1) Tiseo Paving Company
(1) Teague Nail & Perkins
CMJ Report No.: 687-5192-195
Report Date: 11/28/2006
Strength
Slump
Air Content
Concrete Temperature
Ambient Temperature
Specifications
3000 psi @ 28 Days
4 in max
Test Data
n/a
n/a
n'a
Placement Date
Sampled By
Weather
Supplier/Mix
Air Content Method
11/17/2006
Josh Bridges
Sunny/Light Wind
LMC/1701
ASTM C231
Ticket Number:
Slump:
Concrete Temperature:
Placement Location:
7173388 Time Batched: 14:53 Time Sampled: 15:50
3.75 in Air Content: 1.2 % Unit Weight: N/A
600 F Ambient Temperature: 620 F Yardage (c.y.): 8 of 8
Street Light Piers: West bound Lane of Sandy Lake Rd at Intersection of Sandy Lake and Freeport
Sample Location:
Street Light Piers: West bound Lane of Sandy Lake Rd at Intersection of Sandy Lake and Freeport
Concrete Compression Test Results
Cylinder Age Max Load Area
Set # # Test Date (days) (Ibs. force) (sq.in.)
01 SLR11170601 11/24/2006 7 120000 27.90
01 SLR11170602 12/15/2006 28
01 SLR 11170603 12/15/2006 28
01 SLR11170604 Hold
Strength
(psi)
4300
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 Water Added On-Site
CMJ Engineering, Inc
I
R. Carl Lee, S.E.T.
Vice PresidenUCMT 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 GMJ Engineering, Inc.
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