St Joseph-LR020826CONCRETE COMPRESSIVE STRENGTH TEST
Report Number: 94021187.0079
Service Date: August 16, 2002
Client: St. Joseph Village, Inc.
Attn: Joseph Dingman
13223 Glad Acres Drive
Dallas TX 75234
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
(214) 630-1010
Report Date: August 26, 2002
Project: St. Joseph Village
1201 East Sandy Lake Rd
Coppell, TX 75019
Project Number: 94021187
Material Information
Specified Strength: 3000 psi @ 28 Days
Batch Time: 7:00am Plant: 27
Supplier: Hanson
Truck No: 844 Ticket No: 210323
Mix I.D. No.: 7750
Water Added Onsite Before Test: 10 Gallons
Field Test Data
Test Result
Slump, inches: 5.25
Air Content, %: 2.4
Concrete Temperature,° F: 91
Ambient Temperature, o F: 75
Plastic Unit Weight, pcf:
Laboratory Test Data
Sample Information
Sample Time: 7:34am Date Cast:August 16, 2002
Technician: Barry M. Cuble
Weather Conditions: Cloudy, mild
Accumulative Yards: 250
Placement Method: Pump
Sample Locations: 125' W of SE cor. of Loop Drive
Placement Location: Paving @ Fire Lane Loop SE of Main Bldg.
Specification
3-5
3-6
Test Method
ASTM C-143
ASTM C-231
ASTM C1064
ASTM C-1064
Age at
Test
(days)
7
Set Specimen Diameter Area Date
No. ID (inches)_(sq. inches) Tested
1 1 6.00 28.27 08/23/2002
1 2 6.00 28.27 08/23/2002 7
Average
1 3 09/13/2002 28
1 4 09/13/2002 28
Maximum Compressive
Load Strength
(lbs) (psi)
108,280 3,830
98,340 3,480
3,660
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 3
cONCRETE COMPRESSIVE STRENGTH TEST
Report Number: 94021187.0079
Service Date: August 16, 2002
Client: St. Joseph Village, Inc.
Attn: Joseph Dingman
13223 Glad Acres Drive
Dallas TX 75234
E'NGilNEER] ~G
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
(214) 630-1010
Report Date: August 26, 2002
Project: St. Joseph Village
1201 East Sandy Lake Rd
Coppell, TX 75019
Project Number: 94021187
Material Information
Specified Strength: 3000 psi @ 28 Days
Batch Time: 8:40am
Supplier: Hanson
Truck No: 1015
Mix I.D. No.: 7750
Plant: 27
Ticket No: 210340
Sample Information
Sample Time: 9:24am Date Cast: August 16, 2002
Technician: Barry M. Cuble
Weather Conditions: Cloudy, mild
Accumulative Yards: 350
Placement Method: Pump
Sample Locations: 30' W of SE cor. of Loop Road
Placement Location: See page 1
Field Test Data
Test Result Specification Test Method
Slump, inches: 5.50 3-5 ASTM C-143
Air Content, %: 3.2 3-6 ASTM C-231
Concrete Temperature,° F: 91 ASTM C1064
Ambient Temperature, o F: 75 ASTM C-1064
Plastic Unit Weight, pcf:
Laboratory Test Data Age at
Set Specimen Diameter Area Date Test
No. ID (inches) (sq. inches) Tested (days)
2 1 6.00 28.27 08/23/2002 7
2 2 6.00 28.27 08/23/2002 7
Average
2 3 09/13/2002 28
2 4 09/13/2002 28
Maximum Compressive
Load Strength
(lbs) (psi)
82,010 2,900
76,990 2,720
2,810
Services - Obtain samples of fresh concrete at the placement locations, per [uii~ 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 wdtten 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 2 of 3 0~<Lw,.0,-,.,..~,
CONCRETE COMPRESSIVE STRENGTH TEST
Report Number: 94021187.0079
Service Date: August 18, 2002
8901 Carpenter Fn,vy., Suite #100
Dallas, Texas 75247
(214) 630-1010
Client: St. Joseph Village, Inc.
Attn: Joseph Dingman
13223 Glad Acres Drive
Dallas TX 75234
Report Date: August 26, 2002
Project: St. Joseph Village
1201 East Sandy Lake Rd
Coppell, TX 75019
Project Number: 94021187
Material Information
Specified Strength: 3000 psi @ 28 Days
Batch Time: 10:02am Plant: 27
Supplier: Hanson
Truck No: 1020
Mix I.D. No.: 7750
Ticket No: 210354
Sample Information
Sample Time: 10:47am Date Cast: August 16, 2002
Technician: Barry M. Cuble
Weather Conditions: Partly sunny
Accumulative Yards: 420
Placement Method: Pump
Sample Locations: 15' E of Inlet @ NE cor. of Loop Road
Placement Location: Paving @ Fire Lane Loop NE of Cottages
Field Test Data
Test Result Specification Test Method
Slump, inches: 5.75 3-5 ASTM C-143
Air Content, %: 3.4 3-6 ASTM C-231
Concrete Temperature,o F: 92 ASTM C1064
Ambient Temperature, o F: 78 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)
3 1 6.00 28.27 08/23/2002 7 71,520 2,530
3 2 6.00 28.27 08/23/2002 7 72,830 2,570
Average 2,550
3 3 09/13/2002 28
3 4 09/13/2002 28
Services - Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive
strength samples.
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Technician: Bar~ M. Cuble
Repod Distribution: ~~ HBCn~oEngin;e~
(1) St. Joseph Village, Inc. (1) City of Coppefl Engineering ~
(1) Agui~ Co~omtion (1) St Andrews Management Reviewed by:
(1) Centex - Jobsite (1) St Andrews Management
(1) Ci~ of Cop~li - Bldg Insp yndo x, P.E.
~ P~nci~l ~ngineer
Tho tes~ wore po~ormod in ~onoral ac~rdance with applicable ~SIM, ~SSlO, or DOT tost methods. This ropo~ is oxdusN~ly~r the uso of the client
indicated a~ove and shall not bo mpmducad ~xcopt in full without tho ~itton approval of Iormcon. Tast results tmnsmi~od herein am only
to the octual samples tested at tho location(s) rof~mnc~d and am not nocossarily indicmive of the pmpo~ies of other apparently similar or i~on~cal
materials.
Page 3 of 3