Four Seasons 2R-LR050524CONCRETE COMPRESSIVE STRENGTH TEST
Report Number: 94041388.0107
Service Date: April 21,2005
Client: Hill & Wilkinson LTD
Attn: Charles Hoagland
800 Klein Rd Ste 100
Piano TX 75074
'll'erracon
8901 Carpenter Frw~, Ste #100
Dallas, Texas 75247
(214) 630-1010
Report Date~ May 24, 2005
Project: B~
'~'~/Vest Sandy Lake Road
Coppell, TX
Project Number: 94041386
Material Information
Specified Strength: 4000 psi ~ 28 Days
Batch Time: 1:04 pm
Supplier: Southern Star
Truck No: 5013
Mix I.D. No.: 7752
Water Added Onsite Before Test:
Water Added Onsite After Test:
Field Test Data
Test
Slump, inches:
Air Content, %:
Concrete Temperature, o F:
Ambient Temperature, o F:
Plastic Unit Weight, pcf:
Laboratory Test Data
Plant: 27
Ticket No: 777377
0 Gallons
0 Gallons
Result
6.50
4.5
82
80
Set Specimen Diameter Area
No. ID (inches) (sq. inches)
1 1 6.00 28.27
1 2 6.00 28.27
1 3 6.00 28.27
1 4 6.00 28.27
Sample Information
Sample Time: 2:20 pm Date Cast:April 21, 2005
Technician: Francisco Morillo
Weather Conditions: Cloudy
Accumulative Yards: 10
Placement Method: Direct Discharge
Sample Locations: W Entrance at Royal Lane
Placement Location: Paving
Specification
Test Method
5.0 ASTM C143
4-6 ASTM C231
ASTM C1064
ASTM C1064
Age at Maximum Compressive
Date Test Load Strength
Tested (days) (lbs) (psi)
04/28/2005 7 92,720 3,280
04/28/2005 7 89,520 3,170 ~,,~,,..,~
~ Average
05/19/2005 f28 117,890
05/19/2005 ~ 114,940
--Average ~ 20
Comments: Not tested for plastic unit weight. , pe .~.~,~,~,
Sendces - Obtain samples of fresh concrete at the placement locations field tests and cast compressive
strength samples.
Technician: Francisco Morilto
(1) Hill & Wilkin~n LTD (1) City of Coppell TX
((11), ~;;;~;::,~g~r. chit.ts Inc (1) aC, Sp~c,~,,,., Reviewed
The tests were ~dorm~ in general accordance with applicable ASTM, AASHTO, or DOT test methods. This repo~ is exclusively for the u~e client
indicat~ above and shall not be reproduced except in furl ~thout the wri~en consent of our company. Test results transmiEed herein are only applicable
to the actual sampl~ test~ at the I~ation(s) referenc~ and are not n~essariiy indicative of the prope~ies of other apparently similar or identical
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