St Joseph-LR030314CONCRETE COMPRESSIVE STRENGTH TEST
Report Number: 94021187.0232
Service Date: February 13, 2003
Client: St Joseph Village inc
Attn: Joseph Dingman
13223 Glad Acres Dr
Dallas TX 75234
'lrerracan
8901 Carpenter Fro/y, Ste #100
Dallas, Texas 75247
(214) 630-1010
Report Date: March 14, 2003
Project: St. Joseph Village
1201 East Sandy Lake Rd
Coppell, TX
Project Number: 94021187
Ma terial In formation
Specified Strength: 3000 psi @ 28 Days
Batch Time: 9:50am
Supplier: Hanson
Truck No: 103
Mix I.D. No.: 7775
Plant: 29
Field Test Data
Test
Ticket No: 319574
Sample Information
sample Time: 10:40am Date Cast: February 13, 2003
Technician: Christopher W. Eubanks
Weather Conditions: Cloudy
Accumulative Yards: 20
Placement Method: Direct Discharge
Sample Locations: Stadeaf Street Curb
Placement Location: Statical Street Curb & Sidewalk Sta. 2+00
to Sta. 4+19; N side Approach, S Bound
Right Turn Lane
Result Specification Test Method
5.25 3-5 ASTM C-143
7.2 3-6 ASTM C-231
60 ASTM C1064
64 ASTM C-1064
Slump, inches:
Air Content, %:
Concrete Temperature? F:
Ambient Temperature, o F:
Plastic Unit Weight, pcf:
Laboratory Test Data Age at Maximum Compressive
Set Specimen Diameter Area Date Test Load Strength
No. ID (inches) (sq. inches) Tested (days) (lbs) (psi)
1 I 6.00 28.27 02/20/2003 7 129,550 4,580
1 2 6.00 28.27 02/20/2003 7 124,950 4,420
Average 4,500
1 3 6.00 28.27 03/13/2003 28 159,360 5,640
1 4 6.00 28.27 03/13/2003 28 159,240 5,630
Average 5,640
Comments: Not tested for plastic unit weight....% ~. ~ T~-~.'%.-- F %
Services- Obtain samples of fresh concrete at the placement locations, perform required field$.C~,~.~a.ea~..~l~.essive
strength samples. / ~/' ~ ~
~ LYNDON J. COX
,,,~'.. /. ~..'~=
Technician: Christopher W. EMbanks ............
Repo~ Distribution: ~ HBC~e~acon~
(1) S Joseph Village Inc (1) Aguirre Corperation /J ~ ~ ~_
(~) c~ntex con~truction ¢) St~d¢.ws ~n.ge~n~ S.~ices Reviewed by: [~4~ .... ~ · ~
(1) Ci~ of Coppe[I Engineering (1) St Andr~s Management Se~ic~ ~ - Lyndon J. ~o~, P.E.
(I) Cdy et Coppell Bidg Insp
' ' ~ Principal ~ineer
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This repo~ is exclusively for the ~e of the client
indicated above and shall not be reproduced except in full without the wriffen approval of Terracon. Test results tmnsmiff~ herein are only applicable
to the actual samples tested at the location(s) referenced and are not necessarily indicative of the prope~ies of other apparently similar or identicat
materials.
Page 1 of 1