St Joseph-LR020815CONCRETE COMPRESSIVE STRENGTH TEST
Report Number: 940211870070 . > vcrrarrr
p < 8901 Carpenter Frwy., Suite #100
Service Date: August 7, 2002 Dallas, Texas 75247
(214) 630 -1010
Client: St. Joseph Village, Inc. Report Date: August 15, 2002
Attn: Joseph Dingman roject: St. Joseph Village_)
13223 Glad Acres Drive 1201 East Sandy Lake Rd
Dallas TX 75234 Coppell, TX
Project Number: 94021187
Material Information
Specified Strength: 3500 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
Test
Result
Slump, inches:
7.00
Air Content, %:
4.0
Concrete Temperature, ° F:
93
Ambient Temperature, ° F:
80
Plastic Unit Weight, pcf:
28.27
Laboratory Test Data
2
Set
Specimen
Diameter
Area
No.
ID
(inches)
( sq. inches
1
1
6.00
28.27
1
2
6.00
28.27
3
4
09/04/2002 28
09/04/2002 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 1 of 4 ° " °" ` `"
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' SE by 15'W of Main Entrance
Placement Location: C2.2 Main Entrance Paving
Specification Test Method
ASTM C -143
ASTM C -231
ASTM C1064
ASTM C -1064
Age at Maximum
Compressive
Date
Test Load
Strength
Tested
(days) (Ibs)
(psi)
08/14/2002
7 86,230
3,050
08/14/2002
7 84,880
3,000
Average
3,030
CONCRETE COMPRESSIVE STRENGTH TEST °' ° "
Report Number: 94021187.0070 8901 ,rrer Car p p ent ent
8901 er Fnrry., Suite #100
Service Date: August 7, 2002 Dallas, Texas 75247
(214) 630 -1010
Client: St. Joseph Village, Inc. Report Date: August 15, 2002
Attn: Joseph Dingman Project: St. Joseph Village
13223 Glad Acres Drive 1201 East Sandy Lake Rd
Dallas TX 75234 Coppell, TX
Proiect Number: 94021187
Material Information
Specified Strength: 3500 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
Test
Result
Slump, inches:
6.00
Air Content, %:
3.8
Concrete Temperature,° F:
92
Ambient Temperature, ° F:
74
Plastic Unit Weight, pcf:
28.27
Laboratory Test Data
2
Set
Specimen
Diameter
Area
No.
ID
(inches)
( sq. inches
2
1
6.00
28.27
2
2
6.00
28.27
2
3
2
4
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 by 10' W of Main Entrance
Placement Location: See page 1
Specification Test Method
Date
Tested
08/14/2002
08/14/2002
ASTM C -143
ASTM C -231
ASTM C1064
ASTM C -1064
Age at Maximum Compressive
Test Load Strength
(days) (Ibs) (psi)
7 78,840 2,790
7 85,620
Average
09/04/2002 28
09/04/2002 28
Services - Obtain samples of fresh concrete at the placement locations, perform required
strength samples.
3,030
2,910
tests and cast compressive
PR
iff
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 a,.uwmo,_F,mn �.v
CONCRETE COMPRESSIVE STRENGTH TEST
Report Number: 94021187.0070 8901 Carpenter pe
8901 Carpenter Fnnry., Suite #100
Service Date: August 7, 2002 Dallas, Texas 75247
(214) 630 -1010
Client: St. Joseph Village, Inc. Report Date: August 15, 2002
Attn: Joseph Dingman Project: St. Joseph Village
13223 Glad Acres Drive 1201 East Sandy Lake Rd
Dallas TX 75234 Coppell, TX
Project Number: 94021187
Material Information
Specified Strength: 3500 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
Sample Information
Sample Time: 9:O0am Date Cast: August 7, 2002
Technician: Michael P. Ardito
Weather Conditions: Warm, sunny
Accumulative Yards: 340
Placement Method: Pump
Sample Locations: 55' S by 15' E of Main Entrance
Placement Location: See page 1
Test
Result
Specification
Slump, inches:
7.00
Air Content, %:
5.0
Concrete Temperature,° F:
91
Ambient Temperature, 0 F:
86
Plastic Unit Weight, pcf:
Laboratory Test Data
Set Specimen Diameter
Area
Date
No. ID (inches)
( sq. inches
Tested
3 1 6.00
28.27
08/14/2002
3 2 6.00
28.27
08/14/2002
3 3
09/04/2002
3 4
09/04/2002
Test Method
ASTM C -143
ASTM C -231
ASTM C1064
ASTM C -1064
Age at Maximum Compressive
Test Load Strength
(days) (Ibs) (psi)
7 71,980 2,550
7 70,090
Average
28
28
Services - Obtain samples of fresh concrete at the placement locations, perform required
strength samples.
2,480
2,520
tests and cast compressive
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. 01uwmm -F.. K.,
Page 3 of 4
CONCRETE COMPRESSIVE STRENGTH TEST °' j1k
Report Number: 94021187.0070 890 eJ
8901 Carpenter Frwy., Suite #100
Service Date: August 7, 2002 Dallas, Texas 75247
(214) 630 -1010
Client: St. Joseph Village, Inc. Report Date: August 15, 2002
Attn: Joseph Dingman Project: St. Joseph Village
13223 Glad Acres Drive 1201 East Sandy Lake Rd
Dallas TX 75234 Coppell, TX
Project Number: 94021
Material Information
Specified Strength: 3500 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' SE by 15' E of Main Entrance
Placement Location: See page 1
Note: Last 50 yards, no stone in concrete
mix.
Field Test Data
Test
Slump, inches:
Air Content, %
Concrete Temperature, 0 F:
Ambient Temperature, O 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
4
4
Specification
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 Streng�th
(days)
(Ibs) (psl)
7
66,530 2,350
7 72,410
2,560
2,460
Average
09/04/2002 28
09/04/2002 28
Services - Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive
strength samples.
Technician: Michael P. Ardito
Report Distribution: HBC Eng
(1) $1. 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. Cox, P.E.
(1) City of Coppell - Bldg Insp r Principal Engineer
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 O(4 m- uwma. -rw.. e.v