St Joseph-LR020905CONCRETE COMPRESSIVE STRENGTH TEST
tYeport Number: 94021187.0070
Service Date: August 7, 2002
+6t. Joseph Village, Ind-
Attn: Joseph Dingman
13223 Glad Acres Drive
Dallas TX 75234
Material Information
Specified Strength: 3000 psi @ 28 Days
Batch Time: 4:40am Plant: 1
Supplier: Mid- Cities Ready Mix
Truck No: 859 Ticket No: 51517
Mix I.D. No.: 7750
Field Test Data
ENGINEERING
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
(214) 63 -1
Project: St. Joseph Village
September 05, 2UU2
1201 East Sandy Lake Rd
Coppell, TX 75019
Project Number: 94021187
Sample Information
Sample Time: 5:10am Date Cast: August 7, 2002
Technician: Michael P. Ardito
Weather Conditions: Warm
Accumulative Yards: 110
Placement Method: Pump
Sample Locations: 150'S & 15'W of Main Entrance
Placement Location: Main Entrance Drive Paving
Test
Result
Specification
Test Method
Slump, inches:
7.00
3 -5
ASTM C -143
Air Content, %:
4.0
3 -6
ASTM C -231
Concrete Temperature,O F:
93
ASTM C1064
Ambient Temperature, 0 F:
80
ASTM C -1064
Plastic Unit Weight, pcf:
Laboratory Test Data
Age at
Maximum
Compressive
Set Specimen Diameter
Area
Date
Tested
Test Load
(days) (lbs)
Stren th
(psl
No. ID (inches)
( sq. inches
1 1 6.00
28.27
08/14/2002
7 86,230
3,050
1 2 6.00
28.27
08/14/2002
7 84,880
3,000
Average
3,030
1 3 6.00
28.27
09/04/2002
28 112,000
3,960
1 4 6.00
28.27
09/04/2002
28 105,450
3,730
Average
3,850
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 011LN'WI-F.—K"
CONCRETE COMPRESSIVE STRENGTH TEST 1� JL " " " " "
ENGnvEERtrrG
Report Number: 94021187.0070 8901 Carpenter Fnvy., Suite #100
Service Date: August 7, 2002 Dallas, Texas 75247
(214) 630 -1010
Client: St. Joseph Village, Inc. Report Date: September 05, 2002
h V'll e
Attn: Joseph Dingman
13223 Glad Acres Drive
Dallas TX 75234
Material Information
Specified Strength: 3000 psi @ 28 Days
Batch Time: 6:02am Plant: 1
Supplier: Mid - Cities Ready Mix
Truck No: 854 Ticket No: 49948
Mix I.D. No.: 7750
Field Test Data
Tes
Slump, inches:
Air Content, %:
Concrete Temperature,° F:
Ambient Temperature, ° F:
Plastic Unit Weight, pcf:
Laboratory Tesf Data
Project. St. Josep l vg
1201 East Sandy Lake Rd
Coppell, TX 75019
Project Number: 94021
Sample Information
Sample Time: 7:00am Date Cast: August 7, 2002
Technician: Michael P. Ardito
Weather Conditions: Warm
Accumulative Yards: 220
Placement Method: Pump
Sample Locations: 100'S& 10' W of Main Entrance
Placement Location: See page 1
Specification Test Method
3 -5 ASTM C -143
3 -6 ASTM C -231
ASTM C1064
ASTM C -1064
Result
6.00
3.8
92
74
Age at Maximum Compressive
Set
Specimen
Diameter
Area
Date
Test Load
(days) (Ibs)
Stren th
(psi
No.
ID
(inches) ( sq.
inches
Tested
2
1
6.00
28.27
08/14/2002
7 78,840
2,790
2
2
6.00
28.27
08/14/2002
7 85,620
3,030
Average
2,910
2
3
6.00
28.27
09/04/2002
28 106,340
3,760
2
4
6.00
28.27
09/04/2002
28 110,700
3,910
Average
3,840
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 01. wma'_w "
CONCRETE COMPRESSIVE STRENGTH TEST ° " "°
Report Number: 94021187.0070 8901x Carpenter 8901 Carpenter Frwy., Suite #100
Service Date: August 7, 2002 Dallas Texas 75247
(214) 630 -1010
Client: St. Joseph Village, Inc. Report Date: September 05, 2002
Attn: Joseph Dingman
13223 Glad Acres Drive
Dallas TX 75234
Material Information
Specified Strength: 3000 psi @ 28 Days
Batch Time:
8:03am Plant: 1
Supplier:
Mid - Cities Ready Mix
Truck No:
859 Ticket No: 51534
Mix I.D. No.:
7750
Field Test Data
Test
Slump, inches:
Air Content, %:
Concrete Temperature, F:
Ambient Temperature, 0 F:
Plastic Unit Weight, pcf:
Laboratory Test Data
Result
7.00
5.0
91
86
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
Project: St. Joseph Village
1201 East Sandy Lake Rd
Coppell, TX 75019
Project Number: 94021187
Sample Information
Sample Time: 9:00am Date Cast: August 7, 2002
Technician: Michael P. Ardito
Weather Conditions: Warm, sunny
Accumulative Yards: 340
Placement Method: Pump
Sample Locations: 55'S & 15' E of Main Entrance
Placement Location: See page 1
Specification
3 -5
3 -6
Date
Tested
08/14/2002
08/14/2002
Test Method
ASTM C -143
ASTM C -231
ASTM C1064
ASTM C -1064
Age at Maximum
Test Load
(days) (Ibs)
7 71,980
7 70,090
Average
09/04/2002 28 92,510
09/04/2002 28 97,120
Compressive
Strength
(psi)
2,550
2,480
2,520
3,270
3,430
Average 3,350
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 01LLWftl, �K"
CONCRETE COMPRESSIVE STRENGTH TEST 1 JLA " ° " °"" m"
Report Number: 94021187.0070 8901 c
8901 Carpenter Frwy., Suite #100
Service Date: August 7, 2002 Dallas, Texas 75247
(214) 630 -1010
Client: St. Joseph Village, Inc. Report Date: September 05, 2002
Attn: Joseph Dingman Project: St. Joseph Village
13223 Glad Acres Drive 1201 East Sandy Lake Rd
Dallas TX 75234 Coppell, TX 75019
Project Number: 94021187
Material Information
Specified Strength: 3000 psi @ 28 Days
Batch Time: 9:15am Plant: 1
Supplier: Mid - Cities Ready Mix
Truck No: 852 Ticket No: 51539
Mix I.D. No.: 7750
Sample Information
Sample Time: 11:00am Date Cast: August 7, 2002
Technician: Michael P. Ardito
Weather Conditions: Hot & sunny
Accumulative Yards: 410
Placement Method: Pump
Sample Locations: 250'S&15' E of Main Entrance
Placement Location: See page 1
Note: The last 50 cubic yards of concrete
placed represented by this sample appeared
to have less coarse aggregate.
Field Test Data
Test
Slump, inches:
Air Content, %:
Concrete Temperature,O F:
Ambient Temperature, 0 F:
Plastic Unit Weight, pcf:
Laboratory Test Data
Result
6.50
5.0
95
95
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
Specification
3 -5
3 -6
Date
Tested
08/14/2002
08/14/2002
Test Method
ASTM C -143
ASTM C -231
ASTM C1064
ASTM C -1064
Age at Maximum
Compressive
Test Load
Strength
(days) (Ibs)
(psl)
7 66,530
2,350
7 72,410
2,560
2,460
3,510
3,530
Average
09/04/2002 28 99,200
09/04/2002 28 99,960
Average 3,520
Services - Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive
strength samples.
OF
° e
4
y LYNDON J. COX
66401
Technician: Michael P. Ardito
Report Distribution: HBC Engineering
(1) St. Joseph Village, Inc. (1) City of Coppell Engineering
(1) Aguirre Corporation (1) St Andrews Management Reviewed by: -
(1) Centex - Johsite (1) St Andrews Management Lyndon J. CO P.E.
(1) City of Coppell - Bldg Insp Principal ngi eer
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively fo U y use of the client
indicated above and shall not be reproduced except in full without the written approval of Terracon. Test results transmitted herein ar 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 ° "`"'""'.`"°'° ""