ST9902-LR061110 (2)
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.: 687-5192-172
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
10/31/2006
Zach Hartgraves
Cloudy/Cool
Southern Star/9618
ASTM C231
Ticket Number:
Slump:
Concrete Temperature:
Placement Location:
1491072 Time Batched: 14:05 Time Sampled: 14:45
4 in Air Content: 5.0 % Unit Weight: N/A
720 F Ambient Temperature: 640 F Yardage (c.y.): 6 of 6
Inlet Top: Northside of Westbound Sandy Lake Rd, Sta. 0+78.66, Storm Drain Lateral C1-1 0
Sample Location:
Inlet Top: Northside of Westbound Sandy Lake Rd, Sta. 0+78.66, Stonm Drain Lateral C1-10
Concrete Compression Test Results
Cylinder Age Max Load Area Stren8th Fracture
Set # # Test Date (days) (Ibs. force) (sq.in.) (pSI Type
04 SLR10310616 11/07/2006 7 116460 28.18 4130 E-columnar
04 SLR1031 0617 11/28/2006 28 147760 28.09 5260 E-columnar
04 SLR10310618 11/28/2006 28 150760 28.09 5370 E-columnar
04 SLR10310619 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
R. Carl Lee, SET.
Vice President/CMT Manager
LIMITATIONS: The test results presented in this report apply only to the specific samples, items, a d reas described within this report. The test results
do not pertain to any other samples, items or areas regardless of similarity. Our reports are producea 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.
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 Road
Reconstruction
Report Distribution: (1) City of Coppell
(1) City of Coppell
(1) Tiseo Paving Company
(1) Teague Nail & Perkins
CMJ Report No.: 687-5192-172
Report Date: 11/10/2006
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
10/31/2006
Zach Hartgraves
Cloudy/Cool
Southern Star/9618
ASTM C231
Ticket Number:
Slump:
Concrete Temperature:
Placement Location:
1491072 Time Batched: 14:05 Time Sampled: 14:45
4 in Air Content: 5.0 % Unit Weight: N/A
720 F Ambient Temperature: 640 F Yardage (c.y,): 6 of 6
Inlet Top: Northside of Westbound Sandy Lake Rd, Sta. 0+78.66, Storm Drain Lateral C1-10
Sample Location:
Inlet Top: Northside of Westbound Sandy Lake Rd, Sta. 0+78.66, Storm Drain Lateral C1-10
Concrete Compression Test Results
Cylinder Age Max Load Area
Set # # Test Date (days) (Ibs. force) (sq.in.)
04 SLR10310616 11/07/2006 7 116460 28.18
04 SLR10310617 11/28/2006 28
04 SLR10310618 11/28/2006 28
04 SLR10310619 Hold
Stren.gth
(pSI)
4130
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.
o Gallons of Water Added On-Site
R. Carl Lee, S.E.T.
Vice PresidentlCMT Manager
LIMITATIONS: The test results presented in this report apply only to the specific samples, item~, nd areas described within this report. The test results
do not pertain to any other samples, items or areas regardless of similarity. Our reports are pro ced solely for the exclusive use of our
client. This report or any portion of this report may not be reproduced without the written cons t of our client and CMJ Engineering, Inc.
n1 Page I of I
CMJ Engineering, Inc