St Joseph-LR020923CONCRETE 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
ENGINEEP, ING
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
(214) 630-1010
September 23, 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
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: See attached sketch
Field Test Data
Test Result Specification Test Method
Slump, inches: 4.75 3-5 ASTM C-143
Air Content, %: 4.9 3-6 ASTM C-231
Concrete Temperature,° F: 86 ASTM C1064
Ambient Temperature, o F: 82 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)
1 1 6.00 28.27 09/20/2002 7
1 2 6.00 28.27 09/20/2002 7
Average
1 3 10/11/2002 28
1 4 10/11/2002 28
Maximum Compressive
Load Strength
(lbs) (psi)
80,990 2,860
90,280 3,190
3,030
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 ~-LL.,~.O~-~,..KW
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
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
(214) 630-1010
Report Date: September 23, 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,o F:
Ambient Temperature, o F:
Plastic Unit Weight, pcf:
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 I
Result Specification Test Method
5.00 3-5 ASTM C-143
5.4 3-6 ASTM C-231
85 ASTM C1064
79 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)
2 1 6.00 28.27 09/20/2002 7 85,300 3,020
2 2 6.00 28.27 09/20/2002 7 86,390 3,050
Average 3,040
2 3 10/11/2002 28
2 4 10/11/2002 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 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 0~-LLW~.0~-F~o ~,~
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
ENGINEEI~JNG
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
(214) 630-1010
Report Date: September 23, 2002
Project: St. Joseph Village
1201 East Sandy Lake Rd
Coppell, TX 75019
Project Number: 94021187
Material Information
Specified Strength: 3500 psi (~ 2§ 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,o 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 Cl 064
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 10/11/2002 28
3 4 10/11/2002 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 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
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
Report Date:
Project: St. Joseph Village
ENGINE. E~NG
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
(214) 630-1010
September 23, 2002
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
Ticket No: 216116
Sample Information
Sample Time: 1:47pm Date Cast: Se ~tember 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
Field Test Data
Test Result Specification Test Method
Slump, inches: 5.25 3-5 ASTM C-143
Air Content, %: 5.9 3-6 ASTM C-231
Concrete Temperature, o F: 92 ASTM C1064
Ambient Temperature, o F: 87 ASTM C-1064
Plastic Unit Weight, pcf:
Laboratory Test Data
' Set Specimen
No. ID
4 1
4 2
Age at Maximum Compressive
Diameter Area Date Test Load Strength
(inches) (sq. inches) Tested (days) (lbs) (psi)
6.00 28.27 09/20/2002 7 71,800 2,540
6.00 28.27 09/20/2002 7 78,150 2,760
Average 2,650
4 3 10/11/2002 28
4 4 10/11/2002 28
Services - Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive
strength samples.
.-' c,W..."" ~ .... :.?J'
,:,'..." ,~ '...,
LYNDON a. COX
" ..... ?.3
Technician: Joseph B. Gordon
Report Distribution: /'-) HBC Engineerin.9~
(1) St. Joseph Village, Inc. (1) City of Coppell Engineering
/...,'/
(1) Aguirre Corporation (1) St Andrews Management Reviewed by: /~.~._.,/t..,---.-.~_t, ,
(1) Centex - Jobsite (1) St Andrews Management I Lyndon J. 4ox, P.E.
(1) City of Coppell - Bldg Insp ¥ Principal[?gineer
The tests were performed in general accordance with applicable ASTM,.AASHTO, or DOT test methods. This report is exclusively for th~Jse 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 4
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NOTE: BORING LOCATIONS ARE APPROXIMATE
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9-14
BORING LOCATION DIAGRAM
ST. JOSEPH'S VILLAGE
SANDY LAKE ROAD
HBC ProJ®clF No., ~ ~ c~ ,2.//~ ~, O/~ ~ COPPELL, TEXAS
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0 150 300 FEET
APPROXIMATE SCALE
.CONCRETE COMPRESSIVE STRENGTH TEST
Report Number: 94021187.0083
Service Date: August 23, 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: September 23, 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: 3:40am
Supplier: Hanson
Truck No: 648
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
3.00
6.0
94
82
Set Specimen Diameter Area
No. ID (inches) (sq. inches)
1 I 6.00 28.27
1 2 6.00 28.27
I 3 6.00 28.27
1 4 6.00 28.27
Services -
Ticket No: 209408
Sample Information
sample Time: 4:35am Date Cast: August 23, 2002
Technician: Marvin R. Arandia
Weather Conditions: Clear
Accumulative Yards: 20
Placement Method: Pump
Sample Locations: See placement location
Placement Location: Pavement (~ Drive N of Main Bldg. &
Parking Drive W - See attached sketch.
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)
08/30/2002 7 95,800 3,390
08/30/2002 7 105,350 3,730
Average 3,560
09/20/2002 28 133,130 4,710
09/20/2002 28 133,620 4,730
Average 4,720
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 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 ~-LL~,~-F~oK,~
.CONCRETE COMPRESSIVE STRENGTH TEST
Report Number: 94021187.0083
Service Date: August 23, 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: September 23, 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: 4:50am Plant: 27
Supplier: Hanson
Truck No: 1848
Mix I.D. No.: 7750
Field Test Data
Test
Ticket No: 209416
Sample Information
sample Time: 5:30am Date Cast: August 23, 2002
Technician: Marvin R. Arandia
Weather Conditions: Clear
Accumulative Yards: 100
Placement Method: Pump
Sample Locations: See page 1
Placement Location: See page 1
Result Specification Test Method
Slump, inches: 5.00 3-5 ASTM C-143
Air Content, %: 4.5 3-6 ASTM C-231
Concrete Temperature,o F: 95 ASTM C1064
Ambient Temperature, o F: 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 08/30/2002 7 101,380 3,590
2 2 6.00 28.27 08/30/2002 7 101,000 3,570
Average 3,580
2 3 6.00 28.27 09/20/2002 28 126,240 4,460
2 4 6.00 28.27 09/20/2002 28 126,670 4,480
Average 4,470
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 5 rll~LW~°l'F~UCe Ney
..CONCRETE COMPRESSIVE STRENGTH TEST
Report Number: 94021187.0083
Service Date: August 23, 2002
ENGINI~ I~N~G
8901 Carpenter Frw,/., 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: September 23, 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: 1848
Mix I.D. No.: 7750
Plant: 27
Field Test Data
Test
Result
Slump, inches: 5.25
Air Content, %: 4.4
Concrete Temperature, o F: 94
Ambient Temperature, o F: 80
Plastic Unit Weight, pcf:
Laboratory Test Data
Ticket No: 209430
Sample Information
Sample Time: 7:15am Date Cast: August 23, 2002
Technician: Marvin R. Arandia
Weather Conditions: Clear
Accumulative Yards: 240
Placement Method: Direct Discharge
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
Set Specimen Diameter Area Date Test Load Strength
No. ID (inches) (sq. inches) Tested (days) (lbs) (psi)
3 I 6.00 28.27 08/30/2002 7 88,420 3,130
3 2 6.00 28.27 08/30/2002 7 98,110 3,470
Average 3,300
3 3 6.00 28.27 09/20/2002 28 119,210 4,220
3 4 6.00 28.27 09/20/2002 28 120,530 4,260
Average 4,240
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 o~w~,.F,~,
.CONCRETE COMPRESSIVE STRENGTH TEST
Report Number: 94021187.0083
Service Date: August 23, 2002
E, NGI NFA~l~Jlgg
8901 Carpenter Finny., 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: September 23, 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: 6:55am
Supplier: Hanson
Truck No: 766
Mix I.D. No.: 7750
Plant: 27
Field Test Data
Test
Result
Slump, inches: 5.50
Air Content, %: 3.6
Concrete Temperature, o F: 95
Ambient Temperature, o F: 84
Plastic Unit Weight, pcf:
Laboratorv Test Data
Ticket No: 209438
Sample Information
sample Time: 8:40am Date Cast: August 23, 2002
Technician: Marvin R. Arandia
Weather Conditions: Clear
Accumulative Yards: 320
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 Cl 064
ASTM C-1064
Age at
Maximum Compressive
Set Specimen Diameter Area Date Test Load Strength
No. ID (inches) (sq. inches) Tested (days) (lbs) (psi)
4 1 6.00 28.27 08/30/2002 7 102,670 3,630
4 2 6.00 28.27 08/30/2002 7 103,460 3,660
Average 3,650
4 3 6.00 28.27 09/20/2002 28 122,570 4,330
4 4 6.00 28.27 09/20/2002 28 117,890 4,170
Average 4,250
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 o,~_Lw,~o~.~,,~.
;CONCRETE COMPRESSIVE STRENGTH TEST
Report Number: 94021187.0083
Service Date: August 23, 2002
ENGIN~PJNG
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: September 23, 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: 8:17am
Supplier: Hanson
Truck No: 766
Mix I.D. No.: 7750
Plant: 27
Field Test Data
Test
Result
Slump, inches: 5.75
Air Content, %: 3.9
Concrete Temperature, o F: 95
Ambient Temperature, o F: 86
Plastic Unit Weight, pcf:
Laboratory Test Data
Ticket No: 209450
Sample Information
Sample Time: 9:35am Date Cast:August 23, 2002
Technician: Marvin R. Arandia
Weather Conditions: Clear
Accumulative Yards: 430
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 Cl 064
ASTM C- 1064
Age at Maximum Compressive
Set Specimen Diameter Area Date Test Load Strength
No. ID (inches) (sq. inches) Tested (days) (lbs) (psi)
5 1 6.00 28.27 08/30/2002 7 76,030 2,690
5 2 6.00 28.27 08/30/2002 7 82,000 2,900
Average 2,800
5 3 6.00 28.27 09/20/2002 28 104,480 3,690
5 4 6.00 28.27 09/20/2002 28 104,700 3,700
Average 3,700
Services - Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive
strength samples.
........
-' % ..' ~l~ "-. J' o,
"',,.? ~".
Technician: Marvin R. Arandia
(1) St. ~osoph Village, Inc. (~) City of Coppell Engino~ring
(1) Aguirre Corporation (1) St Andrews Management Reviewed by:
(1) Centex - Jobsite (1) St Andrews Management
(1) City of Coppell - Bldg Insp ~' Lyndon, ox, P.E./
Principa ~gineer
The tests ware performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for ti' 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 onl ~pplicable
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
lrerracan
PROJECT: ¢/-'~ t~ ¢~,///~ ~- ~'~ Page of
JOB NO. Date ~l¢~"t~ -¢-) 2.-- .Comp. By *-i~¢-~'¢~' ~¢~. CHECKED BY:
Form 112--5-93
CONCRETE COMPRESSIVE STRENGTH TEST
Report Number: 94021187.0090
Service Date: August 28, 2002
ENGINEEI~b/G
8901 Carpenter Frwy., Suite #1{30
Da,as, Texas 75247
(214) 630-1010
Client: St. Joseph Village, Inc.
Attn: Joseph Dingman
13223 Glad Acres Drive
Dallas TX 75234
Report Date: September 23, 2002
Project: St. Joseph Village
1201 East Sandy Lake Rd
Coppell, TX 75019
Project Number: 94021187
Material Information
Specified Strength: 4200 psi @ 28 Days
Batch Time: N/A
Supplier: LMC
Truck No: N/A
Mix I.D. No.: Unknown
Field Test Data
Test
Ticket No: N/A
Sample Information
Sample Time: N/A Date Cast: August 23, 2002
Technician: Contractor Made
Weather Conditions: N/A
Accumulative Yards: 10
Placement Method: Direct Discharge
Sample Locations: See placement location
Placement Location: Junction Box @ Sta. 2+25 Line A
Result Specification Test Method
Slump, inches: N/A 3-5 ASTM C-143
Air Content, %: 3-6
Concrete Temperature,° F: N/A ASTM C1064
Ambient Temperature, o F: N/A 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)
1 1 6.00 28.27 08/30/2002 7 106,930 3,780
1 2 6.00 28.27 08/30/2002 7 110,590 3,910
Average 3,850
1 3 6.00 28.27 09/20/2002 28 137,790 4,870
I 4 6.00 28.27 09/20/2002 28 t37,110 4,850
Average 4,860
Services - Pick up test cylinders cast by others and return them to the laboratory for cudng and testing.
..0..F....t.t,D,%
........
Technician: Bryan C. Hughes
Report Distribution: ~ HBC Engineerix0~
(1) Si, Joseph V~llage, Inc. (1) City of Coppell Engineering
(1) Aguirre Corporation (1) St Andrews Management Reviewed by:
(1) Centex- Jobsite (1) St Andrews Management - -jr - _ _ . .-,t ~ ~-~-
o,ty o, Cop,e,- t ?.oo?
~'nnc~pa¥- r~gmeer
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for thee 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 1