ST9902-LR070119
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 y Lake Road
nstruction
Report Distribution: (1) City of Coppell
(1) City of Coppell
(1) Tiseo Paving Company
(1) Teague Nail & Perkins
CMJ Report No,: 687-5192-205
Report Date: 02/08/2007
Strength
Slump
Air Content
_ __~p'~c}ficatio_ns_ _________
3500 psi @ 28 Days
4 in max
3 % min 6 % max
n/a
400 F min
Test Data
Concrete Temperature
Ambient Temperature
Placement Date
Sampled By
Weather
Supplier/Mix
Air Content Method
01/09/2007
Jory Goldring
Clear/Light Wind
Redi-Mix/732
ASTM C231
Field Data Set #01
Ticket Number:
Slump:
Concrete Temperature:
Placement Location:
59000207 Time Batched: 10:03
3.75 in Air Content: 3.5 %
630 F Ambient Temperature: 580 F
Stamped Concrete at Intersection to 4-wheel parts
Time Sampled: 10:52
Unit Weight: n/a
Yardage (c.y.): 6 of 6
Sample Location:
West Median
Concrete Compression Test Results
Cylinder Age Max Load Area Stren}th Fracture
Set# # Test Date (days) (Ibs. force) (sq.in.) (psi Type
01 SLR01090701 01/16/2007 7 134660 28.27 4760 C-cone/shear
01 SLR01090702 02/06/2007 28 166940 28.27 ~ A-cone
01 SLR01090703 02/06/2007 28 170670 28.27 ~ A-cone
01 SLR01090704 Hold
28 day average 5970
N"m,1 ",I'"d" ",d" , 12" Z'1 i 'I'?
FI:d ~:~I::::;::::r :dCd:d'::_:i::PII"b" ASTM Sb"d,m, C31, C39, C138, C143, C172, C~;;~
CMJ Engineering, Inc
/
LIMITATIONS: The test results presented in this report apply only to the specific samples, items, a d 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 1
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
Reco nstruction
Report Distribution: (1) City of Coppell
(1) City of Coppell
(1) Tiseo Paving Company
(1) Teague Nail & Perkins
CMJ Report No.: 687-5192-205
Report Date: 01/19/2007
Strength
Slump
Air Content
Concrete Temperature
Ambient Temperature
Specifications
3500 psi @ 28 Days
4 in max
Test Data
01/09/2007
Jory Goldring
Clear/Light Wind
Redi-Mix/732
ASTM C231
3 % min 6 % max
n/a
400 F min
Placement Date
Sampled By
Weather
Supplier/Mix
Air Content Method
Cylinder Area , Fracture
Set # # Test Date (",.10.) / Type
01 SLR01090701 01/16/2007 28.27 .. C-cone/shear
01 SLR01090702 02/06/2007
01 SLR01090703 02/06/2007 r
/
01 SLR01090704 Hold
Ticket Number:
Slump:
Concrete Temperature:
Placement Location:
Sample Location:
59000207 Time Batched: 10:03
3.75 in Air Content: 3.5 %
630 F Ambient Temperature: 580 F
Stamped Concrete at Intersection to 4-wheel parts
Time Sampled: 10:52
Unit Weight: n/a
Yardage (c.y.): 6 of 6
West Median
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
I;Z6~~
CMJ Engineerin
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 1 of 1