St Joseph-LR030117cONCRETE COMPRESSIVE STRENGTH TEST
F(eport Number: 94021187.0199
Service Date: December 19, 2002
Client: St Joseph Village Inc
Attn: Joseph Dingman
13223 Glad Acres Dr
Dallas TX 75234
'lrerracon
8901 Carpenter Frwy, Ste #100
Dallas, Texas 75247
(214) 630-1010
Report Date: January 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: 7:20am
Supplier: Hanson
Truck No: Ticket No:
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
3.75
4.9
66
57
Sample Information
Sample Time: 8:15am Date Cast: December 19, 2002
Technician: Christopher D. Harbour
Weather Conditions: Clear
Accumulative Yards: 158
Placement Method: Pump
Sample Locations: N Drivewayon Bldg.#2
Placement Location: Cottage Driveways
Specification Test Method
3-5 ASTM C-143
3-6 ASTM C-231
ASTM C 1064
ASTM C-1064
Set Specimen Diameter Area
No. ID (inches) (sq. inches)
1 1 6.00 28.27 12/26/2002
1 2 6.00 28.27 12/26/2002
1 3 6.00 28.27 01/16/2003
1 4 6.00 28.27 01/16/2003
Age at
Date Test
Tested (days)
Maximum Compressive
Load Strength
(lbs) (psi)
7 120,020 4,240
7 119,630 4,230
Average 4,240
28 152,390 5,390
28 154,410 5,460
Average 5,430
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
CONCRETE COMPRESSIVE STRENGTH TEST
Report Number: 94021187.0199
Service Date: December 19, 2002
Client: St Joseph Village Inc
Attn: Joseph Dingman
13223 Glad Acres Dr
Dallas TX 75234
'lrerracan
6901 Carpenter Frwy, Ste #100
Dallas, Texas 75247
(214) 630-1010
Report Date: January 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: 12:15pm
Supplier: Hanson
Truck No: 823 Ticket No: 290944
Mix I.D. No.: 7750
Field Test Data
Test
Slump, inches:
Air Content, %:
Concrete Temperature, o F:
Ambient Temperature, o F:
Plastic Unit Weight, pcf:
Laboratory Test Data
Sample Information
Sample Time: 12:40pm Date Cast: December 19, 2002
Technician: Christopher D. Harbour
Weather Conditions: Clear
Accumulative Yards: 140
Placement Method: Pump
Sample Locations: W Drivewayon Bldg.#4
Placement Location: See page 1
Result Specification Test Method
7.25 3-5 ASTM C-143
3.5 3-6 ASTM C-231
68 ASTM C1064
63 ASTM C-1064
Age at Maximum Compressive
Set Specimen Diameter Area Date Test Load Strength
No. ID (inches) (sq. inches) Tested (days) (lbs) (psi)
2 1 6.00 28.27 12/26/2002 7 120,010 4,240
2 2 6.00 28.27 12/26/2002 7 121,260 4,290
Average 4,270
2 3 6.00 28.27 01/16/2003 28 158,750 5,610
2 4 6.00 28.27 01/16/2003 28 157,000 5,550
Average 5,580
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.
Technician: Christopher D. Harbour
Repod Distribution:
(1) St Joseph Village Inc
(1) Centex Construction
(1) City of Coppell Engineering
(1) City of Coppell - Bldg Insp
(1) Aguirre Corporation
(1) St Andrews Management Services
(1) St Andrews Management Services
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LYNDON d. C0X
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Reviewed by: ,
Lyndc J. Cox, P.E.
Princ al Engineer
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusivel 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 propedies of other apparently similar or identical
materials.
Page 2 of 2