St Joseph-LR021024CONCRETE COMPRESSIVE STRENGTH TEST
Report Number: 94021187.0155
Service Date: October 15, 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: October 24, 2002
Project: St. Joseph Village
1201 East Sandy Lake Rd
Coppell, TX 75019
Project Number: 94021187
Material Information
Specified Strength: 3600 psi @ 28 Days
Batch Time: 12:01pm Plant: 7
Supplier: LMC
Truck No: 938
Mix I.D. No.: 842
Field Test Data
Test
Slump, inches:
Air Content, %:
Concrete Temperature,° F:
Ambient Temperature, o F:
Plastic Unit Weight, pcf:
Laboratory Test Data
Set Specimen Diameter
No. ID (inches)
1 1
Result
5.00
3.3
74
69
Area
(sq. inches)
6.00 28.27
1 2 6.00 28.27
Ticket No: 7121211
Sample Information
Sample Time: 1:05pm
Technician: Marvin R. Arandia
Weather Conditions: Clear
Accumulative Yards: 10
Placement Method:
Sample Locations: 15' E of SW cor. of Top
Placement Location: N Box Culvert, Top
Date Cast: October 15, 2002
Specification Test Method
3-5 ASTM C-143
3-6 ASTM C-231
ASTM C1064
ASTM C-1064
Age at
Date Test
Tested (days)
10/18/2002 3
Maximum Compressive
Load Strength
(lbs) (psi)
74,430 2,630
10/22/2002 7 103,860 3,670
1 3 11/12/2002 28
1 4 11/12/2002 28
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 repod 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 1 of 2
CONCRETE COMPRESSIVE STRENGTH TEST
Report Number: 94021187.0155
Service Date: October 15, 2002
8901 Carpenter Fnvy., 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 24, 2002
Project: St. Joseph Village
1201 East Sandy Lake Rd
Coppell, TX 75019
Project Number: 94021187
Material Information
Specified Strength: 3600 psi @ 28 Days
Batch Time: 2:16pm
Supplier: LMC
Truck No: 938
Mix I.D. No.: 842
Plant: 7
Ticket No: 7121223
Sample Information
Sample Time: 3:20pm Date Cast: October 15, 2002
Technician: Marvin R. Arandia
Weather Conditions: Clear
Accumulative Yards: 100
Placement Method: Direct Discharge
Sample Locations: 15' W of E side of Top @ center
Placement Location: Top of box culvert, N area of project
Field Test Data
Test Result Specification Test Method
Slump, inches: 5.00 3-5 ASTM C-143
Air Content, %: 2.8 3-6 ASTM C-231
Concrete Temperature,o F: 75 ASTM C1064
Ambient Temperature, o F: 71 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)
Maximum Compressive
Load Strength
(lbs) (psi)
2 1 6.00 28.27 10/18/2002 3 91,680
2 2 6.00 28.27 10/22/2002 7 113,390
2 3 11/12/2002 28
2 4 11/12/2002 28
2 5 12/10/2002 56
3,240
4,010
Services - Obtain samples of fresh concrete at the placement locations, perform required fiel~,te~.ts, a~;t,c, ast compressive
strength samples. ~' ...... ~ ......
cox ....
, ,~'.. 66401 ..', .~;
Field Results Reported To: General Superintendent o,.~.: . ^
~,~ .............
Technician: Marvin R. Arandia "2~,'~ONAL ?..~
Report Distribution: ~ ~nee~
(1) St. Joseph Village, Inc. (1) City of Coppell Engineering
(1) Aguirre Corporation (1) St Andrews Management Reviewed by:
(1) Centex - Jobsite (1) St Andrews Management Lyndon J. (~x, P.E.
(1) City of Coppell - Bldg Insp Principal E,h~ineer
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively foUhe 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 2
CONCRETE COMPRESSIVE STRENGTH TEST
Report Number: 94021187.0124
Service Date: September 25, 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: October 24, 2002
Project: St. Joseph Village
1201 East Sandy Lake Rd
Coppell, TX 75019
Project Number: 94021187
Ma terial In formation
Specified Strength: 3500 psi (~ 28 Days
Batch Time: 6:20am
Supplier: Hanson
Truck No: 1095
Mix I.D. No.: 7750
Plant: 22
Field Test Data
Test
Result
3.50
4.0
83
68
Ticket No: 325422
Sample Information
Sample Time: 7:50am Date Cast: September 25, 2002
Technician: Marvin R. Arandia
Weather Conditions: Partly cloudy
Accumulative Yards: 10
Placement Method: Pump
Sample Locations: See placement location
Placement Location: Pavement, W Loop Road from NW corner
to 630' S of NW corner
(See attached sketch)
Slump, inches:
Air Content, %:
Concrete Temperature,° F:
Ambient Temperature, o F:
Plastic Unit Weight, pcf:
Laboratory Test Data Age at
Set Specimen Diameter Area Date Test
No. ID (inches)_(sq. inches) Tested (days)
1 1 6.00 28.27 10/02/2002 7
1 2 6.00 28.27 10/02/2002
Specification Test Method
3-5 ASTM C-143
3-6 ASTM C-231
ASTM C1064
ASTM C-1064
1 3 6.00 28.27 10~23~2002
1 4 6.00 28.27 10/23/2002
Maximum Compressive
Load Strength
(lbs) (psi)
115,460 4,080
7 115,910 4,100
Average 4,090
28 137,970 4,880
28 132,560 4,690
Average 4,790
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 5
CONCRETE COMPRESSIVE STRENGTH TEST
Report Number: 94021187.0124
Service Date: September 25, 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 24, 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: Plant: 22
Supplier: Hanson
Truck No: 32
Mix I;D. No.: 7750
Field Test Data
Test
Ticket No: 325437
Sample Information
Sample Time: 9:15am Date Cast: September 25, 2002
Technician: Marvin R. Arandia
Weather Conditions: Clear
Accumulative Yards: 120
Placement Method: Pump
Sample Locations: See page 1
Placement Location: See page 1
Result Specification Test Method
Slump, inches: 4.00 3-5 ASTM C-143
Air Content, %: 4.3 3-6 ASTM C-231
Concrete Temperature,° F: 81 ASTM C1064
Ambient Temperature, o F: 73 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)
2 1 6.00 28.27 10/02/2002 7 108,460 3,840
2 2 6.00 28.27 10/02/2002 7 94,560 3,340
Average 3,590
2 3 6.00 28.27 10/23/2002 28 128,480 4,540
2 4 6.00 28.27 10/23/2002 28 128,760 4,550
Average 4,550
Services - Obtain samples of fresh concrete at the placement locations, pedorm 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 5
CONCRETE COMPRESSIVE STRENGTH TEST
Report Number: 94021187.0124
Service Date: September 25, 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 24, 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: 9:10am Plant: 22
Supplier: Hanson
Truck No: 762
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
Result
5.50
5.7
84
Set Specimen Diameter Area
No. ID (inches) (sq. inches)
3 1 6.00 28.27
3 2 6.00 28.27
3 3 6.00 28.27
3 4 6.00 28.27
Ticket No: 325445
Sample Information
Sample Time: 10:15am Date Cast: September 25, 2002
Technician: Marvin R. Arandia
Weather Conditions: Clear
Accumulative Yards: 200
Placement Method: Pump
Sample Locations: See page 1
Placement Location: See page 1
Specification
3-5
3-6
Test Method
ASTM C-143
ASTM C-231
ASTM C1064
ASTM C-1064
Age at Maximum Compressive
Date Test Load Strength
Tested (days) (lbs) (psi)
10/02/2002 7 106,560 3,770
10/02/2002 7 96,960 3,430
Average 3,600
10/23/2002 28 111,090 3,930
10/23/2002 28 104,110 3,680
Average 3,810
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 5 0~-~w~.0~-.~.
.CONCRETE COMPRESSIVE STRENGTH TEST
Report Number: 94021187.0124
Service Date: September 25, 2002
Client: St. Joseph Village, Inc.
Attn: Joseph Dingman
13223 Glad Acres Drive
Dallas TX 75234
ENGI NEEI?Ji'~
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
(214) 630-1010
Report Date: October 24, 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:
Supplier: Hanson
Truck No: 1082
Mix I.D. No.: 7750
Plant: 22
Field Test Data
Test
Slump, inches:
Air Content, %:
Concrete Temperature, o F:
Ambient Temperature, o F:
Plastic Unit Weight, pcf:
Laboratory Test Data
Result
4.00
4.4
86
85
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: 210735
Sample Information
Sample Time: 12:00pm Date Cast: September 25, 2002
Technician: Marvin R. Arandia
Weather Conditions: Clear
Accumulative Yards: 310
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)
10/02/2002 7 115,360 4,080
10/02/2002 7 121,120 4,280
Average 4,180
10/23/2002 28 138,970 4,910
10/23/2002 28 150,180 5,310
Average 5,110
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 4 of 5
CONCRETE COMPRESSIVE STRENGTH TEST
Report Number: 94021187.0124
Service Date: September 25, 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 24, 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: 11:35am Plant: 22
Supplier: Hanson
Truck No: 766
Mix I.D. No.: 7750
Ticket No: 319939
Sample Information
Sample Time: 1:1 Opm Date Cast: September 25, 2002
Technician: Marvin R. Arandia
Weather Conditions: Clear
Accumulative Yards: 410
Placement Method: Pump
Sample Locations: See page 1
Placement Location: See page 1
Field Test Data
Test Result Specification
Slump, inches: 4.50 3-5 ASTM C-143
Air Content, %: 4.5 3-6 ASTM C-231
Concrete Temperature, o F: 86 ASTM C1064
Ambient Temperature, o F: 89 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)
5 1 6.00 28.27 10/02/2002 7
5 2 6.00 28.27 10/02/2002
5 3 6.00 28.27 10/23/2002
5 4 6.00 28.27 10/23/2002
Test Method
Maximum Compressive
Load Strength
(lbs) (psi)
96,980 3,430
7 97,360 3,440
Average 3,440
28 122,990 4,350
28 123,930 4,380
Average 4,370
Services - Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive
strength samples.
.-".'~£ 0 F /',~'~.,,
..- ,
",,
~*..' ~,~ '..., ~,
; LYNDON J. COX
~....~ ..........................
~,-~; 6~01 .-' ~ .,-'
,, ?.,". 4, ..-, :~-"C,
*o C'~',. 7.,~ . ~....~,~,.-
Technician: Marvin R. Arandia
Report Distribution: ~neeri~
(1) St. Joseph Village, inc. (1) City of Coppell Engineering
(1) Aguirre Corporation (1) St Andrews Management Reviewed by:
(I) Centex - Jobsite (1) St Andrews Management
/he tests were performed in general accordance with applicable ASTM, AASHIO, or DOT test methods. This report ks exclusively for th},.~e of the client
indicated above and shall not be reproduced except ia full without the written approval or 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 5 of 5
NOTE: BORING LOCATIONS ARE APPROXIMATE
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0 150 30o FEET
APPROXII~ATE SCALE
BORING LOCATION DIAGRAM
ST. JOSEPH'S VILLAGE
SANDY LAKE ROAD
COPPEL!-, TEXAS
HBC ProJecl No., ~)~0;.//~,
Date,