Northlake 635(5)-LR021011CONCRETE COMPRESSIVE STRENGTH TEST
Report Number: 94021341.0004
Service Date: September 12, 2002
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'D ~'~ 8901 Carpenter Frwy., Suite #1lX)
Dallas, Texas 75247
(214)630-1010
Client: Transwestern Property Co Oc ber 11, 2002
Attn: James L Gaspard Project• g Lot Expansi i~~-,G ~~
5001 Spring Valley Road Ste 600 West 34 Lakeshore ~~-~ ~~~
Dallas TX 75244 ppell, TX
Project 021341
Material Information
Specified Strength: 4000 psi @ 28 Days
Batch Time: 2:11 am Plant: 3
Supplier: LMC
Truck No: 830 Ticket No: 3150629
Mix I.D. No.: 842
Field Test Data
Test Result
Sample Informafion
Sample Time: 2:52am Date Cast: September 12, 2002
Technician: Arthur . Tinoco
Weather Conditions: Clear
Accumulative Yards: 80
Placement Method: Direct Discharge
Sample Locations: From tip of island, 5' S & 15' E
Placement Location: Paving on the S side of building
Specification Test Method
Slump, inches: 6.00 3-5
Air Content, %: 4.5 3-6
Concrete Temperature, F: 89
Ambient Temperature, ~ F: 78
Plastic Unit Weight, pcf:
Laboratory Test Dafa
Set Specimen Diameter Area
No. ID (inches) (sq. inches)
ASTM C-143
ASTM C-231
ASTM C1064
ASTM C-1064
Age at Maximum Compressive
Date Test Load Strength
Tested (days) (Ibs) (Psi)
1 1 6.00 28.27 09/19/2002 7 109,580 3,880
1 2 6.00 28.27 09/19/2002 7 114,840 4,060
Average 3,970
1 3 6.00 28.27 10/10/2002 28 136,260 4,820
1 4 6.00 28.27 10/10/2002 28 136,860 4,840
Average 4,830
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 ~1-LLWINOI-FJVa Ney
CONCRETE COMPRESSIVE STRENGTH TEST ~ "~""""°''k`~'
Report Number: 94021341.0004 Lrx;crr~tuwc~
8901 Carpenter Frv/y., Suite #100
Service Date: September 12, 2002 Dallas, Texas 75247
(214)630-1010
Client: Transwestern Property Co Report Date: October 11, 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: 3:34am Plant: 3
Supplier: LMC
Truck No: 964 Ticket No: 3150640
Mix I.D. No.: 842
Field Test Data
Sample Information
Sample Time: 4:12am Date Cast: September 12, 2002
Technician: Arthur . Tinoco
Weather Conditions: Clear
Accumulative Yards: 190
Placement Method: Direct Dishcharge
Sample Locations: From SW corner of island, 10' W & 5' N
Placement Location: See page 1
Test Result Specification Test Method
Slump, inches: 6.25 3-5 ASTM C-143
Air Content, %: 4.7 3-6 ASTM C-231
Concrete Temperature,° F: 88 ASTM C1064
Ambient Temperature, ~ F: 76 ASTM C-1064
Plastic Unit Weight, pcf:
Laboratory Test Data
Age at Maximum Compressive
Set Specimen Diameter Area Date Test Load
d Strength
(psi)
No. ID (inches) (sq. inches) Tested ays) (Ibs)
(
2 1 6.00 28.27 09/19/2002 7 111,570 3,950
2 2 6.00 28.27 09/19/2002 7 107,990 3,820
Average 3,890
2 3 6.00 28.27 10!10/2002 28 132,450 4,680
2 4 6.00 28.27 10!1012002 28 136,590 4,830
Average 4,760
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 °' ""'"'°' "°" ""
CONCRETE COMPRESSIVE STRENGTH TEST ~' ' ''k"~'
Report Number: 94021341.0004 ''N`''N~'~~'
8901 Carpenter Frwy., Suite #100
Service Date: September 12, 2002 Dallas, Texas 75247
(214) 630-1010
Client: Transwestern Property Co Report Date: October 11, 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: 4:36am Plant: 3
Supplier: LMC
Truck No: 834 Ticket No: 3150649
Mix I.D. No.: 842
Field Test Data
Sample Information
Sample Time: 5:21am Date Cast: September 12, 2002
Technician: Arthur . Tinoco
Weather Conditions: Clear
Accumulative Yards: 280
Placement Method: Direct Discharge
Sample Locations: From NE corner of island, 5' S & 5' E
Placement Location: See page 1
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,° F: 88 ASTM C1064
Ambient Temperature, ° F: 78 ASTM C-1064
Plastic Unit Weight, pcf:
Laboratory Test Data Age at
Maximum Compressive
Set Specimen Diameter Area Date
d
t
T Test Load
(days) (Ibs) Stren th
(ps~
No. ID (inches) (sq. inches) es
e
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 6.00 28.27 10/10/2002 28 137,810 4,870
3 4 6.00 28.27 10/10/2002 28 136,540 4,830
Average 4,850
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. o,_~~w„~,.F,h,,, „.,
Page 3 of 5
rONCRETE COMPRESSIVE STRENGTH TEST ~ moi~k.~,
Report Number: 94021341.0004 stvcrx~aurs~
Service Date: September 12, 2002 8901 Carpenter Fnvy., suite #1 o0
Dallas, Texas 75247
(214)630-1010
Client: Transwestern Property Co Report Date: October 11, 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
Slump, inches: 6.50 3-5
Air Content, %: 4.7 3-6
Concrete Temperature, F: 80
Ambient Temperature, ~ F: 73
Plastic Unit Weight, pcf:
Laboratory Test Data
Set Specimen Diameter Area Date
No. ID (inches) (sq. inches) Tested
4 1 6.00 28.27 09/19/2002
4 2 6.00 28.27 09/19/2002
Test Method
ASTM C-143
ASTM C-231
ASTM C1064
ASTM C-1064
Age at Maximum Compressive
Test Load Strength
(days) (Ibs) (psi)
7 94,210 3,330
7 97,890
3,460
3,400
4,290
4,420
Average
4 3 6.00 28.27 10/10/2002 28 121,210
4 4 6.00 28.27 10!10/2002 28 125,080
Average 4,360
- Obtain samples of fresh concrete at the placement locations, pertorm 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 m~uwmm-rw,~• ~•~
rONCRETE COMPRESSIVE STRENGTH TEST ,L J..~.~ °~"'``"""r"'te'
Report Number: 94021341.0004 L~c;rtv~txlr
8901 Carpenter Frwy., Suite #100
Service Date: September 12, 2002 Dallas, Texas 75247
(214) 630-1010
Client: Transwestern Property Co Report Date: October 11, 2002
Attn: James L Gaspard Project: Parking Lot Expansion
5001 Spring Valiey Road Ste 600 West 1234 Lakeshore
Dallas TX 75244 Coppell, TX
Proiect Number: 94021341
Material Informafion Sample Information
Specified Strength: 4000 psi @ 28 Days Sample Time: 7:29am Date Cast: September 12, 2002
Technician: Arthur .Tinoco
Batch Time: 6:05am Plant: 3 Weather Conditions: Clear
Supplier: LMC Accumulative Yards: 420
Truck No: 1049 Ticket No: 3150663 Placement Method: Direct Discharge
Mix I.D. No.: 842 Sample Locations: From SE corner of island, 5' E & 5' N
Placement Location: See page 1
Field Tesf 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 Tesf Data
Age at
Maximum Compressive
Set Specimen Diameter Area Date Test Load Strength
d (days) (Ibs) (psi)
t
T
No. ID (inches) (sq. inches) es
e
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 6.00 28.27 10/10/2002 28 133,390 4,720
5 4 6.00 28.27 10/10/2002 28 134,310 4,750
Average 4,740
Services - Obtain samples of fresh concrete at the placement locations, pertorm required field tests and cast compressive
strength samples.
Technician: Arthur .Tinoco
Report Distribution: HBC ~ineering
(1) Transwestern Property Co
(1) ICI Construction Inc Reviewed by:
(1) City or Coppell Engineering Hussein . 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 °' ""~~°' "~"` "`"
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Form 712-5-93