Northlake 635(5)-LR020920CONCRETE COMPRESSIVE STRENGTH TEST
Report Number: 94021341.0004
Service Date: September 12, 2002
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8901 Carpenter Fnvy., Suite #100
Dallas, Texas 75247
(214) 630 -1010
Client: Transwestern Property Co
Report Date: September 20, 2002
Attn: James L Gaspard
Project: Parking Lot Expansion
5001 Spring Valley Road Ste 600 West
1234 Lakeshore
Dallas TX 75244
Coppell, TX
ASTM C1064
Project Number: 94021341
Material Information
Sample Information
Specified Strength: 4000 psi @ 28 Days
Sample Time: 2:52am Date Cast: September 12, 2002
Age at Maximum Compressive
Technician: Arthur . Tinoco
Batch Time: 2:11 am Plant: 3
Weather Conditions: Clear
Supplier: LMC
Accumulative Yards: 80
Truck No: 830 Ticket No: 3150629
Placement Method: Direct Discharge
Mix I.D. No.: 842
Sample Locations: From tip of island, 5'S & 15' E
09/19/2002
Placement Location: Paving on the S side of building
Field Test Data
Test
Result
Specification
Test Method
Diameter
3 -5
ASTM C -143
ID
3 -6
ASTM C -231
1
1
ASTM C1064
28.27
1
ASTM C -1064
6.00
28.27
Age at Maximum Compressive
Date
Test Load
Strength
Tested
(days) (lbs)
(psi)
09/1912002
7 109,580
3,880
09/19/2002
7 114,840
4,060
Average
3,970
10/10/2002
28
10/10/2002
28
Slump, inches:
Air Content, %:
Concrete Temperature, 0 F:
Ambient Temperature, a F:
Plastic Unit Weight, pcf:
Laboratory Test Data
6.00
4.5
89
78
Set
Specimen
Diameter
Area
No.
ID
(inches) ( sq.
inches
1
1
6.00
28.27
1
2
6.00
28.27
3
4
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 m- uwmoaFw.rc.v
Field Test Data
Test
Result
Slump, inches:
CONCRETE COMPRESSIVE STRENGTH TEST
Air Content, %:
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Report Number: 94021341.0004
EvcrxEEturrc
September 12, 2002
Service Date: Se P
Dall Carpenter Frwy., suite #100
Dallas, Texas 75247
Plastic Unit Weight, pcf:
(214) 630 -1010
Client: Transwestern Property Co
Report Date: September 20, 2002
Attn: James L Gaspard
Project: Parking Lot Expansion
5001 Spring Valley Road Ste 600 West
1234 Lakeshore
Dallas TX 75244
Coppell, TX
Project Number: 94021341
Material Information
Sample Information
Specified Strength: 4000 psi @ 28 Days
Sample Time: 4:12am Date Cast: September 12, 2002
Technician: Arthur. Tinoco
Batch Time: 3:34am Plant: 3
Weather Conditions: Clear
Supplier: LMC
Accumulative Yards: 190
Truck No: 964 Ticket No: 3150640
Placement Method: Direct Dishcharge
Mix I.D. No.: 842
Sample Locations: From SW corner of island, 10' W & 5' N
Placement Location: See page 1
Field Test Data
Test
Result
Slump, inches:
6.25
Air Content, %:
4.7
Concrete Temperature, F:
88
Ambient Temperature, 0 F:
76
Plastic Unit Weight, pcf:
Laboratory Test Data
Set Specimen Diameter Area
No. ID (inches) ( sq. inches
Specification
3 -5
3 -6
Date
Tested
09/19/2002
09/19/2002
Test Method
ASTM C -143
ASTM C -231
ASTM C1064
ASTM C -1064
Age at
Maximum Compressive
Test
Load Strength
(days)
(lbs) (psi)
7
111,570 3,950
2 1 6.00 28.27
2 2 6.00 28.27
2 3
2 4
7 107,990
3,820
3,890
Average
10/10/2002 28
10/10/2002 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 5 °' ��oKey
Field Test Data
Test
Result
Specification
CONCRETE COMPRESSIVE STRENGTH TEST
Report Number: 94021341.0004
HN5NUIUNG
Service Date: September 12, 2002
Dallas, Carpenter Frwy., Suite #100
Dallas, Texas 75247
(214) 630 -1010
Client: Transwestern Property Co
Report Date: September 20, 2002
Attn: James L Gaspard
Project: Parking Lot Expansion
5001 Spring Valley Road Ste 600 West
1234 Lakeshore
Dallas TX 75244
Coppell, TX
Project Number: 94021341
Material Information
Sample Information
Specified Strength: 4000 psi @ 28 Days
Sample Time: 5:21 am Date Cast: September 12, 2002
Plastic Unit Weight, pcf:
Technician: Arthur . Tinoco
Batch Time: 4:36am Plant: 3
Weather Conditions: Clear
Supplier: LMC
Accumulative Yards: 280
Truck No: 834 Ticket No:
3150649 Placement Method: Direct Discharge
Mix I.D. No.: 842
Sample Locations: From NE corner of island, 5' S & 5' E
Placement Location: See page 1
Field Test Data
Test
Result
Specification
Test Method
Slump, inches:
5.75
3 -5
ASTM C -143
Air Content, %:
4.7
3 -6
ASTM C -231
Concrete Temperature, o F:
88
ASTM C1064
Ambient Temperature, 0 F:
78
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) (ibs)
(psi)
3 1 6.00
28.27
09/19/2002
7 115,390
4,080
3 2 6.00
28.27
09/19/2002
7 109,540
3,870
Average
3,980
3 3
10/10/2002
28
3 4
10/10/2002
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 5 01-- uwmai -F.. nw
CONCRETE COMPRESSIVE STRENGTH TEST ltrM�
Report Number: 94021341.0004 ENGINEERING
Service Date: September 12, 2002 8901 Carpenter Frwy., suite #100
Dallas, Texas 75247
(214) 630 -1010
Client: Transwestern Property Co Report Date: September 20, 2002
Attn: James L Gaspard Project: Parking Lot Expansion
5001 Spring Valley Road Ste 600 West 1234 Lakeshore
Dallas TX 75244 Coppell, TX
Project Number: 94021341
Material Information
Specified Strength: 4000 psi @ 28 Days
Batch Time: 5:40am Plant: 3
Supplier: LMC
Truck No: 821 Ticket No: 3150659
Mix I.D. No.: 842
Field Test Data
Sample Information
Sample Time: 6:34am Date Cast: September 12, 2002
Technician: Arthur . Tinoco
Weather Conditions: Clear
Accumulative Yards: 380
Placement Method: Direct Discharge
Sample Locations: SW corner of island, 5' W & 5' N
Placement Location: See page 1
Test
Result
Specification
Test Method
Slump, inches:
6.50
3 -5
ASTM C -143
Air Content, %:
4.7
3 -6
ASTM C -231
Concrete Temperature, ° F:
80
ASTM C1064
Ambient Temperature, 0 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)
4 1 6.00
28.27
09/19/2002
7 94,210
3,330
4 2 6.00
28.27
09/19/2002
7 97,890
3,460
Average
3,400
4 3
10/10/2002
28
4 4
10/10/2002
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 4 of 5 0+- UWRCI-FU Key
CONCRETE COMPRESSIVE STRENGTH TEST qIr.
Report Number: 94021341.0004 > rlclrtEt 1tlfvr
Service Date: September 12, 2002 8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
(214) 630 -1010
Client: Transwestern Property Co Report Date: September 20, 2002
Attn: James L Gaspard Project: Parking Lot Expansion
5001 Spring Valley Road Ste 600 West 1234 Lakeshore
Dallas TX 75244 Coppell, TX
Proiect Number: 94021341
Material Information
Specified Strength: 4000 psi @ 28 Days
Batch Time: 6:05am Plant: 3
Supplier: LMC
Truck No: 1049 Ticket No: 3150663
Mix I.D. No.: 842
Sample Information
Sample Time: 7:29am Date Cast: September 12, 2002
Technician: Arthur. Tinoco
Weather Conditions: Clear
Accumulative Yards: 420
Placement Method: Direct Discharge
Sample Locations: From SE corner of island, 5'E&5' N
Placement Location: See page 1
Field Test Data
Test
Result
Specification
Test Method
Slump, inches:
5.75
3 -5
ASTM C -143
Air Content, %:
4.9
3 -6
ASTM C -231
Concrete Temperature,° F:
88
ASTM C1064
Ambient Temperature, ° 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)
5 1 6.00
28.27
09/19/2002
7 114,110
4,040
5 2 6.00
28.27
09/19/2002
7 110,030
3,890
Average
3,970
5 3
10/10/2002
28
5 4
10/10/2002
28
Services - Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive
strength samples.
Technician: Arthur. Tinoco
Report Distribution:
(1) Transwestern Property Cc
(1) ICI Construction Inc
(1) City of Coppell Engineering
HBC Engineering
Reviewed by
Hussein H. Abusaad, P.E.
Senior Project Manager
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 5 of 5 u*uwftlf".«.r
PROJECT:
JOB NO.
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Date
Comp. By
Irerracon
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Form 112 -5 -93