Northpoint Dr-LR020628CONCRETE COMPRESSIVE STRENGTH TEST
R~port Number: 94021061.0047
Service Date: May 30, 2002
Client: Transwestem Commer(~ial Services
Attn: Jim Gaspard
5001 Spring Valley Rd Ste 600W
Dallas TX 75244
Report Date: June 28, 2~li~
Project: NorthDoint Driv~ &
Associate(] Utilities
Coppell, TX
Project Number: 94021061
8901 Carpenter Fnt~y., SUite #100
Dallas, Texas 75247
(214) 630-1010
Material Information
Specified Strength: 3000 psi (~ 28 Days
Batch Time: 2:21pm
Supplier: LMC
Track No: 964
Mix I.D. No.: 38
Plant: 3
Field Test Data
Ticket No: 3145411
Slump, inches:
Air Content, %:
Concrete Temperature, o F:
Ambient Temperature, o F:
Plastic Unit Weight, pcf:
Sample Information
sample Time: 3:35pm Date Cast: May 30, 2002
Technician: Marvin Arandia'
Weather Conditions: Clear
Accumulative Yards: 3
Placement Method: Direct Discharge
Sample Locations: See placement loCation
Placement Location: Manhole inlets
Test Result Specification Test Method
3.00 4.0 Max ASTM C-143
1.8 N/A ASTM C-231
80 ASTM C1064
88 ASTM C-1064
Laboratory Test Data
Age at Maximum Compressive
Set Specimen. Diameter Ama Date Test Load Strength '
No. ID (inches) (sq. inches) Tested (days) ~lbs) -- (ps~
06106/2002 7 118,740 ~P' 4,200
I
1
6.00
28.27
1 2 6.00 28.27 06106/2002 7 125,000 ~=~4,420
1 3 6.00 28.27 06/27/2002
I 4 6.00 28.27 06/2712002
Average 4,310
28 131,470 /~,650
28 136,570 ~t,830
Average 4,740
Services - Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive
strength samples.
Technician: Marvin Arandia
Report Distribution:
(1) Transwastam Commercial Se~ces
(1) Glenn Thurman
(1) Halff Aasuc
(1) City of Coppell Engineering
HBC Engine~.g.~
(1) City of Coppetl- Bldg Insp
(1) State Farm ~rmurance Reviewed by:
(1) Moss Constru,~on Eugene Harbeur
Prinoipel
The tests were performed In general accordance with epplicetfle ASTM, AASHTO, or DOT test methods. This report is exclusiv~y for the use of the clisnt
indicated above and shall not be reproduced excpp~ In full without the written approval of Terraesn. Test results transmitted herein are only applicable
to the actual samples tested at the iccatica(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical
. materials.
Page 1 of 1
· CONCRETE COMPRESSIVE STRENGTH TEST
· Report Number: 94021061.0046
Service Date: May 30, 2002
Client: Transwestem Commercial Services
Attn: Jim Gaspard
5001 Spring Valley Rd Ste 600W
Dallas TX 75244
Report Date: June 28, 2002
Project: Northpoint Drive &
Associated Utilities
Coppell, TX
Project Number: 94021061
8901 Carpenter Fnvy., Suite #100
Dallas, Texas 75247
(214) 630-1010
Material Information
Specified Strength: 3600 psi ~ 28 Days
Batch Time:
Supplier:. GTI
Truck No:
Mix I.D. No.: 2329
Plant: 1
Ticket No:
Field Test Data
Test
Result
Slump, inches: 6.00
Air Content, %: 3.6
Concrete Temperature, o F: 80
Ambient Temperature, o F: 78
Plastic Unit Weight, pcf: 147.4
Laboratory Test Data
Set Specimen Diameter Area
No. ID (inches) (sq. inches)
1 I 6.00 28.27
:1 2 6.00 28.27
Sample Information
Sample Time: 8:50am Date Cast: May 30, 2002
Technician: Marvin Arandia
Weather Conditions: Clear
Accumulative Yards: 30
Placement Method: Direct Discharge
Sample Locations: See placement location
Placement Location: ApproacheS- S of Amberpoint
Specification Test Method
1 3 6.00 28.27 06/27/2002
1 4 6.00 28.27 06/2712002
ASTM C-143
ASTM C-231
ASTM C1064
ASTM C-1064
ASTM C-138
Age at Maximum Compressive
Date Test Load Strength
Tested (days) (lbs) (psi)
06/06/2002 7 99,520 3,520
06/06/2002 7 97,430 3,450
Average 3,490
28 128,750 4,550
28 122,850 4,340
Average 4,4,50
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 transmEted herein are only applioabla
to the actual samples tested at the Iocotion(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical
materials.
Page 1 of 2
CONCRETE COMPRESSIVE STRENGTH TEST
Report Number: 94021061.0046
Service Date: May 30, 2002
Client: Transwestem Commercial Services
Attn: Jim Gaspard
5001 Spring Valley Rd Ste 600W
Dallas TX 75244
Report Date: June 28, 2002
Project: Northpoint Drive &
Associated Utilities
Coppell, TX
Project Number: 94021061
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
(214) 630-1010
Material Information
Specified Stren. gth: 3600 psi ~ 28 Days
Batch Time: Plant: 1
Supplier: GTI
Truck No: Ticket No:
Mix I.D, No.: 2329
Field Test Data
Test
Result
Slump, inches: 5.00
Air Content, %: 3.5
Concrete Temperature, o F: 81
Ambient Temperature, o F: 88
Plastic Unit Weight, pcf: 149.0
Laboratory Test Data
Set Specimen
No. ID
2 1
2 2
Sample Information
Sample Time: 2:55pm Date Cast: May 30, 2002
Technician: Marvin Arandia
Weather Conditions: Clear
Accumulative Yards: 150
Placement Method: Direct Discharge
Sample Locations: Sta. southside 0+50
Placement Location: See page I
2 3
2 4
Specification
Test Method
ASTM C-143
ASTM C-231
ASTM C1064
ASTM C-1064
ASTM C-138
Age at Maximum Compressive
Diameter Area Date Test Load St _rength
(inches) (sq. inches) Tested (days) (lbs)
(psi)
6.00 28.27 06/06/2002 7 1 i 0,930 3,920
6.00 28.27 06106/2002 7 110,950 3,920
Average 3,920
6.00 28.27 06/27/2002 28 143,720 5,080
6.00 28.27 06/27/2002 28 145,240 5,140
Average $,110
Services - Obtain samples of'fresh concrete at the placement locations, perform required field tests and cast compressive
strength samples.
Technician: Marvin Arandia
Report Distribution:
(1) Transwustem Commercial Services
(1) Glenn Thurman Inc
(1) Halff Aseoc Inc
(1) City of Coppell Engineering
(1) City of Coppell - Bldg Insp
(1) State Farm Insurance
(1) Moss Construction
Reviewed by:
HBC E~ e~~flng
Eugene Harbour
Principal
The tests were performed In general accordance with applicable ASTM, AASHTO, or DOT test method,,. This report is exclusively for the use of the client
indicated above and shell not be reproduced excepl in full without the written approval of Terracon. Test results trent, miffed herein are only applicable
to the actual samples tested st the Iocetio~(s) referenced and are not necesaarlly indicative of the properties of other apparently similar or identical
materials.
Page 2 of 2