Amberpoint BP 2-LR030320CONCRETE COMPRESSIVE STRENGTH TEST
Report Number: 94021380.0249
Service Date: February 18, 2003
Client: Transwestern Commercial Services
Attn: James Gaspard
5001 Spring Valley Rd Ste 600 W
Dallas TX 75244
Report Date:
Project: Staples
201 Northpoint
Coppell, TX
Project Number: 94021380
'll'erracan
8901 Carpenter FnNy, Ste #100
Dallas, Texas 75247
(214) 630-1010
March 20, 2003
Material Information
Specified Strength: 4000 psi (~ 28 Days
Batch Time: 10:40am Plant: 2
Supplier: Potter Concrete
Truck No: 104
Mix I.D. No.: 7753
Water Added Onsite Before Test: 15 Gallons
Field Test Data
Test
Slump, inches:
Air Content, %:
Concrete Temperature,o F:
Ambient Temperature, o F:
Plastic Unit Weight, pcf:
Laboratory Test Data
Ticket No: 113505
Sample Information
sample Time: 11:05am Date Cast: February 18, 2003
Technician: Jose A. Martinez
Weather Conditions: Cloudy
Accumulative Yards: 20
Placement Method: Direct Discharge
Sample Locations: See placement location
Placement Location: Paving, SE corner of building
(See attached sketch)
Result Specification Test Method
5.00 4-5 ASTM C-143
7.0 4-8 ASTM C-231
64 ASTM C1064
60 ASTM C-1064
Set Specimen Diameter Area Date
No. ID (inches) (sq. inches) Tested
1 1 6.00 28.27 02/25/2003
1 2 6.00 28.27 02/25/2003
1 3 6.00 28.27 03/18/2003
1 4 6.00 28.27 03/18/2003
Age at Maximum Compressive
Test Load Strength
(days) (lbs) (psi)
7 102,850 3,640
7 109,520 3,870
Average 3,760
28 136,410 4,820
28 136,860 4,840
Average 4,830
Comments: Not tested for plastic unit weight.
Services - Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive
strength samples.
Technician: Jose A. Martinez
Report Distribution:
(1) Transwestem Commercial Services
(1) O'Brien & Assoc
(1) Hi[[& Wilkinson LTD
(1) TechniStructures
(2) Carler & Burgess Inc
(1) City o( Coppell - Bldg Insp
(1) City of Coppe[I - Constr insp
(1) Staples
Reviewed by:
HBCfTerracon
Eugen Hair.ur
Principal
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. ,,~Lw~.~-,
Page 1 of 1
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Form 112--5-93
CONCRETE COMPRESSIVE STRENGTH TEST ~ "Z ~" '~, ~
Report Number: 94021380.0248 'l['-rracon
8901 Carpenter FnNy, Ste #100
Service Date: February 18, 2003 Dallas, Texas 75247
(214) 630-1010
Client: Transwestern Commercial Services
Attn: James Gaspard
5001 Spring Valley Rd Ste 600 W
Dallas TX 75244
~:~ L ~,~te:
P rojec~"~a pies J
~. l~.,l..~point
Coppell, TX
Project Number: 94021380
March 20, 2003
Material Information
Specified Strength: 4000 psi @ 28 Days
Batch Time: 6:53am Plant: 1
Supplier: Potter Concrete
Truck No: 102
Mix I.D. No.: 9349
Water Added Onsite Before Test: 10 Gallons
Field Test Data
Test
Slump, inches:
Air Content, %:
Concrete Temperature, o F:
Ambient Temperature, o F:
Plastic Unit Weight, pcf:
Laboratory Test Data
Result
4.75
1.8
4.7
47
Set Specimen Diameter Area
No. ID (inches) (sq. inches)
1 1 6.00 28~27
1 2 6.00 28.27
1 3 6.00 28.27
1 4 6.00 28.27
Ticket No: 113499
Sample Information
Sample Time: 7:20am Date Cast: February 18, 2003
Technician: Jose A. Martinez
Weather Conditions: Cloudy
Accumulative Yards: 10
Placement Method: Direct Discharge
Sample Locations: From Lines H to H.5
Placement Location: Slab Leaveouts on Line 1 from Lines H thru
S
Specification
Test Method
4-5 ASTM C-143
N/A ASTM C-231
ASTM C1064
ASTM C-1064
Date
Tested
02/25/2003
02/25/2003
Age at Maximum Compressive
Test Load Strength
(days) (lbs) (psi)
03/18/2003
03/18/2003
7 130,660 4,620
7 131,120 4,640
Average 4,630
28 156,230 5,530
28 169,430 5,990
Average 5,760
Comments: Not tested for plastic unit weight.
Services - Obtain samples of fresh concrete at the
strength samples.
Technician: Jose A. Martinez
Report Distribution:
(1) Transwestern Commercial Services
(1) O'Brien & Assoc
(1) Hill & Wilkinson LTD
(1) TechniStructures
place
(2) Carter & Burgess lnc
(1) City of Coppell - Bldg Insp
(1) City o~' Coppell - Constr Insp
(1) Staples Inc
~s, perform required field tests and cast compressive
Reviewed by:
HBC/Te~
Eugene Harbour
Principal
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 ol' 1 ~-LLW~,O~-F~,,~,~