ST9902-LR061127
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.: 687-5192-191
Report Date: 12/18/2006
3 % min 6 % max
n/a
40. F min
Placement Date
Sampled By
Weather
Supplier/Mix
Air Content Method
Test Data
11/15/2006
Brent Talcott
Cloudy/Heavy Breeze
Southern Star/9618-B
ASTM C231
Strength
Slump
Air Content
Concrete Temperature
Ambient Temperature
Specifications
3600 psi @ 28 Days
4 in max
Ticket Number:
Slump:
Concrete Temperature:
Placement Location:
1538267 Time Batched: 13:30
3.25 in Air Content: 2.5 %*
720 F Ambient Temperature: 530 F
Inlet Bottoms and Walls: Sandy Lake Rd, Westbound side, Sta. 40+44.97
Time Sampled: 14:30
Unit Weight: N/A
Yardage (c.y.): 3.5 of 3.5
Sample Location:
Inlet Bottoms and Walls: Sandy Lake Rd, Westbound side, Sta. 40+44.97
An asterisk (*) appears next to field data which does NOT meet specifications.
Concrete Compression Test Results
Cylinder Age Max Load Area Stren~th Fracture
Set # # Test Date (days) (Ibs. force) (sq.in.) (pSI Type
01 SLR11150601 11/22/2006 7 153900 28.09 5480 E-columnar
01 SLR11150602 12/13/2006 28 180490 28.18 L.,,6400 E-columnar
01 SLR11150603 12/13/2006 28 180670 28.18 V410 E-columnar
01 SLR11150604 Hold
28 day average 6410
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.
* Non-Compliant: Contractor Notified {Placido Huerta}
25 Gallons of Water Added On-Site, approved by: Placido Huerta w/lnlet Structure Specialties)
CMJ Engineering, Inc
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.
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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 Coppell
(1) City of Coppell
(1) Tiseo Paving Company
(1) Teague Nail & Perkins
CMJ Report No.: 687-5192-191
Report Date: 11/27/2006
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
11/15/2006
Brent Talcott
Cloudy/Heavy Breeze
Southern Star/9618-B
ASTM C231
Ticket Number:
Slump:
Concrete Temperature:
Placement Location:
1538267 Time Batched: 13:30
3.25 in Air Content: 2.5 %*
720 F Ambient Temperature: 530 F
Inlet Bottoms and Walls: Sandy Lake Rd, Westbound side, Sta. 40+44.97
Time Sampled: 14:30
Unit Weight: N/A
Yardage (c.y.): 3.5 of 3.5
Sample Location:
Inlet Bottoms and Walls: Sandy Lake Rd, Westbound side, Sta. 40+44.97
An asterisk (*) appears next to field data which does NOT meet specifications.
Concrete Compression Test Results
Cylinder Age Max Load Area
Set# # Test Date (days) (Ibs. force) (sq.in.)
01 SLR11150601 11/22/2006 7 153900 28.09
01 SLR 11150602 12/13/2006 28
01 SLR 11150603 12/13/2006 28
01 SLR11150604 Hold
Stren.9th
(pSI)
5480
Fracture
Type
E-columnar
Normal cylinder size: 6" x 12"
Field and laboratory tests by GMJ are per applicable ASTM Standards: C31, C39, C138, C143, C172, C1064, and C617 or C1231.
* Non-Compliant: Contractor Notified {Placido Huerta}
25 Gallons of Water Added On-Site, approved by: Placido Huerta w/lnlet Structure Specialties)
CMJ Engineering, Inc R. Carl [ee, S.E.T.
Vice PresidenUCMT Manager
LIMITATIONS: The test results presented in this report apply only to the specific samples, items, an/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.
OJ Page 1 of 1