ST9902-LR061116
eM J ENGINEERING, INC.
7636 Pebble Drive Fort Worth, Texas 76118 7) 284-9400 Fax: (817) 589-9993
Concrete Compression Test Report
Client:
Project:
City of Coppell
West Sandy Lake
Reconstruction
Report Distribution: (1) City of Coppell
(1) City of Coppell
(1) Tiseo Paving Company
(1) Teague Nail & Perkins
CMJ Report No.: 687-5192-182
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
11/06/2006
Robert McElvany
Cloudy/Breeze
Redi Mix/732
ASTM C231
Ticket Number:
Slump:
Concrete Temperature:
Placement Location:
179559 Time Batched: 09:52 Time Sampled: 10:45
4 in Air Content: 4.0 % Unit Weight: N/A
720 F Ambient Temperature: 660 F Yardage (c.y.): 10 of 10
Paving: Stamped and Dyed Concrete at Intersection of Sandy Lake Rd and Sandy Lake/121 Distribution
Center Entrance
Paving: Stamped and Dyed Concrete at Intersection of Sandy Lake Rd and Sandy Lake/121 Distribution
Center Entrance
Sample Location:
Concrete Compression Test Results
Cylinder Age Max Load Area Stren8th Fracture
Set# # Test Date (days) (Ibs. force) (sq.in.) (pSI Type
01 SLR11060601 11/13/2006 7 107480 28.09 3830 E-columnar
01 SLR11060602 12/04/2006 28 140780 28.18 5000 E-columnar
01 SLR11060603 12/04/2006 28 142760 28.18 5070 E-columnar
01 SLR11060604 Hold
28 day average 5040
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 i1r . i f1
(,'I, l~" ~
CMJ Engineering, 'nc
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 I of I
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 Roar
Reconstruction
Report Distribution: (1) City of Coppell
(1) City of Coppell
(1) Tiseo Paving Company
(1) Teague Nail & Perkins
CMJ Report No.: 687-5192-182
Report Date: 11/16/2006
Specifications
Test Data
Strength
Slump
Air Content
Concrete Temperature
Ambient Temperature
3600 psi @ 28 Days
5 in max
3 % min 6 % max
n/a
400 F min
11/06/2006
Robert McElvany
Cloudy/Breeze
Redi Mix/732
ASTM C231
Placement Date
Sampled By
Weather
Supplier/Mix
Air Content Method
Ticket Number:
Slump:
Concrete Temperature:
Placement Location:
Sample Location:
179559 Time Batched: 09:52 Time Sampled: 10:45
4 in Air Content: 4.0 % Unit Weight: N/A
720 F Ambient Temperature: 660 F Yardage (c.y.): 10 of 10
Paving: Stamped and Dyed Concrete at Intersection of Sandy Lake Rd and Sandy Lake/121 Distribution
Center Entrance
Paving: Stamped and Dyed Concrete at Intersection of Sandy Lake Rd and Sandy Lake/121 Distribution
Center Entrance
Concrete Compression Test Results
Cylinder Age Max Load Area Stren8th Fracture
Set# # Test Date (days) (Ibs. force) (sq.in.) (pSI Type
01 SLR11060601 11/13/2006 7 107480 28.09 ~ E-columnar
01 SLR11060602 12/04/2006 28
01 SLR11060603 12/04/2006 28
01 SLR11060604 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.
fiJ
o Gallons of Water Added On-Site
rile-
/ttZ'~/C(
CMJ Engineering, 'nc
LIMITATIONS: The test results presented in this report apply only to the specific samples, items, and are 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 I of I