SS9901A-LR021007CONCRETE COMPRESSIVE STRENGTH TEST
Report Number: 94021187.0141
Service Date: September 30, 2002
Client: St. Joseph Village, Inc.
Attn: Joseph Dingman
13223 Glad Acres Drive
Dallas TX 75234
8901 Caq>enter FnNy,, Suite #100
Dallas, Texas 75247
(214) 630-1010
Report Date: October 07, 2002
Project: St. Joseph Village
1201 East Sandy Lake Rd
Coppell, TX 75019
Project Number: 94021187
Material Information
Specified Strength: 4200 psi @ 28 Days
Batch Time: 2:22pm
Supplier: LMC
Truck No: 1090
Mix I.D. No.: 842
Plant: 6
Field Test Data
Test
Ticket No: 6183521
Sample Information
Sample Time: N/A Date Cast: September 27, 2002
Technician: Contractor Made
Weather Conditions: N/A
Accumulative Yards: 8
Placement Method: Direct Discharge
Sample Locations: See placement location
Placement Location: 30" Force Main Air/Vac Release Manholes
Result Specification Test Method
Slump, inches: N/A 3-5 ASTM C-143
Air Content, %: 3-6
Concrete Temperature,° F: N/A ASTM C1064
Ambient Temperature, o F: N/A ASTM C-1064
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 1 6.00 28.27 10/0412002 7 102,120 3,610
1 2 6.00 28.27 10/04/2002 7 108,870 3,850
Average 3,730
1 3 10/25/2002 28
I 4 10/25/2002 28
Services - Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive
strength samples.
~-~:. 6~01
Technician: Contractor Made
Repo~ Distribution: ~ HBC Engin~
(~) Aguir~ Corpo~tion (~) st And~ Management Reviewed by: -/- Lynd --~.
(1) Centex - Job~te (1) St And~ Management
P.~.
Cox,
(1) ~i~ of Cop~ll - Bldg Insp . Prin~p~l Engineer
The tes~ were pedo~ed in gene~l a~ordan~ ~th applimble ASTU, ~HTO, or DOT lesl m~t~s. This repo~ is exclusiv~ for fie use oflhe clienl
indicated a~ and shall not be rep~uced excepl In full ithoul ~e ~en app~l of Te;a~n. Test resul~ t;nsmi~ed heroin am only applicable
to lhe aclual samples tested at ~e location(s) re~d and are not ne~sa~ly tndl;~ve of ~e prope~es of other apparently similar or identi;I
malerials.
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