St Joseph-LR030217CONCRETE COMPRESSIVE STRENGTH TEST
Report Number: 94021187.0211
Service Date: January 18, 2003
Client: St Joseph Village
Attn: Joseph Dingman
13223 Glad Acres Dr
Dallas TX 75234
'l['erracan
8901 Carpenter Frwy, Ste #100
Dallas, Texas 75247
(214) 630-1010
Report Date: February 17, 2003
Project: St. Joseph Village
1201 East Sandy Lake Rd
Coppell, TX
Project Number: 94021187
Material Information
Specified Strength: 3000 psi @ 28 Days
Batch Time: 9:57am
Supplier: Hanson
Truck No: 923
Mix I.D. No.: 7750
Plant: 27
Field Test Data
Test
Ticket No: 472220
Slump, inches:
Air Content, %:
Concrete Temperature,° F:
Ambient Temperature, o F:
Plastic Unit Weight, pcf:
Sample Information
Sample Time: 10:34am Date Cast: January 18, 2003
Technician: Marie R. Villanueva
Weather Conditions: Clear
Accumulative Yards: 40
Placement Method: Pump Discharge
Sample Locations: NE cot. of Entrance Road
Placement Location: Paving, Main Entrance Road @ N side over
Box Culverts
Result Specification Test Method
5.00 3-5 ASTM C-143
5.2 3-6 ASTM C-231
48 ASTM C1064
43 ASTM C-1064
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 01/21/2003 3 75,130 2,660
1 2 6.00 28.27 01/25/2003 7 105,550 3,730
1 3 6.00 28.27 02/15/2003 28 139,560 4,940
1 4 6.00 28.27 02/15/2003 28 143,060 5,060
Average 5,000
Comments: Not tested for plastic unit weight.
Services - Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive
strength samples.
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client
indicated above and shall not be reproduced except in full without the written approval of Terracon. Test results transmitted herein are only applicable
to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical
materials.
Page 1 of 2 D~.LW,,O,-,~.K,y
CONCRETE COMPRESSIVE STRENGTH TEST
Report Number: 94021187.0211
Service Date: January 18, 2003
']l'erracon
8901 Carpenter Frwy, Ste #100
Dallas. Texas 75247
(214) 630-1010
Client: St Joseph Village Inc
Attn: Joseph Dingman
13223 Glad Acres Dr
Dallas TX 75234
Report Date: February 17, 2003
Project: St. Joseph Village
1201 East Sandy Lake Rd
Coppeli, TX
Project Number: 94021187
Material Information
Specified Strength: 3000 psi @ 28 Days
BatchTime: 11:12am Plant: 27
Supplier: Hanson
Truck No: 1015
Mix I.D. No.: 7750
Field Test Data
Test
Slump, inches:
Air Content, %:
Concrete Temperature? F:
Ambient Temperature, o F:
Plastic Unit Weight, pcf:
Laboratory Test Data
Result
5.00
5.0
5O
45
Set Specimen Diameter Area
No. ID (inches) (sq. inches)
2 1 6.00 28.27
2 2 6.00 28.27
2 3 6.00 28.27
2 4 6.00 28.27
Ticket No: 472229
Sample Information
Sample Time: 11:38am Date Cast: January 18, 2003
Technician: Marlo R. Villanueva
Weather Conditions: Clear
Accumulative Yards: 130
Placement Method: Pump discharge
Sample Locations: SW cor. of Entrance Road
Placement Location: See page 1
Specification Test Method
3-5 ASTM C-143
3-6 ASTM C-231
ASTM C 1064
ASTM C- 1 O64
Age at Maximum Compressive
Date Test Load Strength
Tested (days) (lbs) (psi)
01/21/2003 3 70,030 2,480
01/25/2003 7 109,860 3,890
02/15/2003 28 131,900 4,660
02/15/2003 28 129,890 4,590
Average 4,630
Comments: Not tested for plastic unit weight.
Services - Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive
strength samples.
£ ,-,::..-'
.o
.,~ -¢- ,.,~ ', 4. / ,,-, ~- ~, tcj 'c- .-' \",.-.- '
Technician: Marie R. Villanueva
.e.ort is, i ut,o
(t) S! Joseph Village Inc {1 ) Aguirre Corporation
(1) Centex Construction (1) St Andrews Management Services Reviewed by:
(1) City of Coppell Engineering (1) St Andrews Management Services ,~ Lyndon\J. Cox, P.E.
(1) City of Coppell - Bldg Insp ~ Principl~lt Engineer
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusi~,e~, for the use of the client
indicated above and shall not be reproduced except in full without the written approval of Terracon. Test results transmitted herein are only applicable
to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical
materials.
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