St Joseph-LR021014CONCRETE COMPRESSIVE STRENGTH TEST
Report Number: 94021187.0107
Service Date: September 13, 2002
Client: St. Joseph Village, Inc.
Attn: Joseph Dingman
13223 Glad Acres Drive
Dallas TX 75234
Report Date:
Project: St. Joseph Village
ENGINEE l~l~
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
(214) 630-1010
October 14, 2002
1201 East Sandy Lake Rd
Coppell, TX 75019
Project Number: 94021187
Material Information
Specified Strength: 3500 psi @ 28 Days
Batch Time: 8:10am
Supplier: Hanson
Truck No: 648
Mix I.D. No.: 7750
Plant: 27
Field Test Data
Test
Slump, inches:
Air Content, %:
Concrete Temperature,° F:
Ambient Temperature, o F:
Plastic Unit Weight, pcf:
Ticket No: 216075
Sample Information
sample Time: 8:45am Date Cast: September 13, 2002
Technician: Joseph B. Gordon
Weather Conditions: Clear
Accumulative Yards: 350
Placement Method: Pump
Sample Locations: See placement location
Placement Location: Paving (See attached sketch.)
Result Specification Test Method
4.75 3-5 ASTM C-143
4.9 3-6 ASTM C-231
86 ASTM C1064
82 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 09/20/2002 7 80,990 2,860
1 2 6.00 28.27 09/20/2002 7 90,280 3,190
Average 3,030
1 3 6.00 28.27 10/11/2002 28 112,970 3,990
1 4 6.00 28.27 10/11/2002 28 110,840 3,920
Average 3,960
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 4 °1J"LW~°I'Fu[u~"KeY
CONCRETE COMPRESSIVE STRENGTH TEST
Report Number: 94021187.0107
Service Date: September 13, 2002
Client: St. Joseph Village, Inc.
Attn: Joseph Dingman
13223 Glad Acres Drive
Dallas TX 75234
ENGINEERIb~
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
(214) 630-1010
Report Date: October 14, 2002
Project: St. Joseph Village
1201 East Sandy Lake Rd
Coppell, TX 75019
Project Number: 94021187
Material Information
Specified Strength: 3500 psi (~ 28 Days
Batch Time: 9:00am
Supplier: Hanson
Truck No: 837
Mix I.D. No.: 7750
Plant: 27
Field Test Data
Test
Slump, inches:
Air Content, %:
Concrete Temperature,° F:
Ambient Temperature, ° F:
Plastic Unit Weight, pcf:
Laboratory Test Data
Result
5.00
5.4
85
79
Set Specimen Diameter Area
No. ID (inches) (sq. inches)
2 I 6.00 28.27
2 2 6.00 28.27
2 3 6.00 28.27
2 4 6.00 28,27
Ticket No: 216083
Sample Information
sample Time: 9:43am Date Cast: September 13, 2002
Technician: Joseph B. Gordon
Weather Conditions: Clear
Accumulative Yards: 350
Placement Method: Pump
Sample Locations: See page 1
Placement Location: See page 1
Specification Test Method
3-5 ASTM C-143
3-6 ASTM C-231
ASTM C1064
ASTM C-1064
Age at Maximum Compressive
Date Test Load Strength
Tested (days) (lbs) (psi)
09/20/2002 7 85,300 3,020
09/20/2002 7 86,390 3,050
Average 3,040
10/11/2002 28 107,300 3,790
10/11/2002 28 117,890 4,170
Average 3,980
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 2 of 4 o~-~w,~o,-~, ~.~
CONCRETE COMPRESSIVE STRENGTH TEST
Report Number: 94021187.0107
Service Date: September 13, 2002
8901 Carpenter Frwy., 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: October 14, 2002
Project: St. Joseph Village
1201 East Sandy Lake Rd
Coppell, TX 75019
Project Number: 94021187
Material Information
Specified Strength: 3500 psi ~ 28 Days
Batch Time: 10'15am
Supplier: Hanson
Truck No: 837
Mix I.D. No.: 7750
Plant: 27
Field Test Data
Test
Slump, inches:
Air Content, %:
Concrete Temperature,° F:
Ambient Temperature, o F:
Plastic Unit Weight, pcf:
Ticket No: 216093
Sample Information
sample Time: 11:05am Date Cast: September 13, 2002
Technician: Joseph B. Gordon
Weather Conditions: Clear
Accumulative Yards: 350
Placement Method: Pump
Sample Locations: See page 1
Placement Location: See page 1
Result Specification Test Method
5.25 3-5 ASTM C-143
5.2 3-6 ASTM C-231
87 ASTM C1064
84 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)
3 1 6.00 28.27 09/20/2002 7 91,910 3,250
3 2 6.00 28.27 09/20/2002 7 92,510 3,270
Average 3,260
3 3 6.00 28.27 10/11/2002 28 115,390 4,080
3 4 6.00 28.27 10/11/2002 28 114,400 4,050
Average 4,070
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 3 of 4 ~w~o~.F~.. ~,~
CONCRETE COMPRESSIVE STRENGTH TEST
Report Number: 94021187.0107
Service Date: September 13, 2002
ENGINE~I~NG
8901 Carpenter Rwy., 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: October 14, 2002
Project: St. Joseph Village
1201 East Sandy Lake Rd
Coppell, TX 75019
Project Number: 94021187
Material Information
Specified Strength: 3500 psi (~ 28 Days
Batch Time: 1:13pm
Supplier: Hanson
Truck No: 924
Mix I.D. No.: 7750
Plant: 27
Field Test Data
Test
Slump, inches:
Air Content, %:
Concrete Temperature, o F:
Ambient Temperature, o F:
Plastic Unit Weight, pcf:
Laboratory Test Data
Result
5.25
5.9
92
87
Set Specimen Diameter Area
No. ID (inches) (sq. inches)
4 1 6.00 28.27
4 2 6.00 28.27
4 3 6.00 28.27
4 4 6.00 28.27
Ticket No: 216116
Sample Information
Sample Time: 1:47pm Date Cast: September 13, 2002
Technician: Joseph B. Gordon
Weather Conditions: Clear
Accumulative Yards: 390
Placement Method: Pump
Sample Locations: See page 1
Placement Location: See page 1
Specification
Test Method
3-5 ASTM C-143
3-6 ASTM C-231
ASTM C 1064
ASTM C-1064
Age at Maximum Compressive
Date Test Load Strength
Tested (days) (lbs) (psi)
09/20/2002 7 71,800 2,540
09/20/2002 7 78,150 2,760
Average 2,6,50
10/11/2002 26 100,960 3,570
10/11/2002 28 98,940 3,500
Average 3,540
Services -
Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive
strength samples.
.--~; ~. 01~
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Technician: Joseph B. Gordon
Repod Distribution:
(1) Sl. Joseph Village, Inc.
(1) Aguirre Corporation
/~ HBC Engineeri, I;~'~
(1) City of Coppell Engineering
(1) StAndrewsManagement RevJewedby: ~4/-~¢~,~'~ '~
(1) Centex- Jobsite (1) St Andrews Management ¢ Lyndon J.~ox, P.E.
(1) City of Coppell - Bldg Insp Principal ~hnineer
tl'~
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for th~..~se 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 4 of 4 o,.~w~-.,~. ~.~
NOTE: BORING LOCATIONS ARE APPROXIk~ATE I
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9--14
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BORING LOCATION DIAGRAM
ST. JOSEPH'S VILLAGE
SANDY LAKE ROAD
HBC Prolec~ No., ~C~';4//~.O/a,~ COPPELL, TEXAS
0 150 30O FEET
APPROXIMATE SCALE
Date.