Coppell Trade-LR050627CONCRETE COMPRESSIVE STRENGTH TEST ~
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Report Number: 94051190.0043
8901 Carpenter Frwy, Ste #100
Service Date: June 16, 2005 Dallas, Texas 75247
(214) 630-1010
Client: Coppell Trade Center LP Report Date: June 27, 2005
Attn: Al Sorrels Project: Coppell Trade Center- Bldg C
5055 Keller Springs Rd Ste 300 NWC Sandy Lake/Freeport Pkwy
Addison TX 75001 Coppell, TX
Project Number: 94051190
Material Information
Specified Strength: 4000 psi ~ 28 Days
Batch Time:
Supplier:
Truck No:
Mix I.D. No.: 9506
Ticket No:
Field Test Data
Test
Slump, inches:
Air Content, %:
Concrete Temperature, o F:
Ambient Temperature, o F:
Plastic Unit Weight, pcf:
Laboratory Test Data
Result
Set Specimen Diameter Area
No. ID (inches) (sq. inches)
I 1 6.00 28.27
1 2 6.00 28.27
1 3
1 4
Sample Information
Sample Time: Date Cast:June 13, 2005
Technician: Contractor Made
Weather Conditions:
Placement Method:
Sample Locations:
Placement Location: Spread Footings: B, C, D, E/14, 15
Specification
Test Method
ASTM C143
ASTM C231
ASTM C1064
ASTM Cl 064
ASTM C138
Age at
Date Test
Tested (days)
06/20/2005 7
06/20/20O5
07/11/2005
07/11 ~2005
Maximum Compressive
Load Strength
(lbs) (psi)
92,360 3,270
7 94,770 3,350
Average 3,310
28
28
Comments: Not tested for plastic unit weight.
Services - Pick up test cylinders cast by others and return them to the laboratory for curing and testing.
Technician: Eric G. Jemigan
Report Distribution:
(1) Copperl Trade Center LP
(1) TechniStn~ctures
(1) City of Coppell TX
(1) City of Coppell TX
(1) Merriman Assoc Inc
(1) M~Fadden & Mitler
(1) Macatee Engineering Inc
Reviewed by: ~
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 consent of our company. Test results transmitted heroin are only applicable
to the actual samples tested st the location(s) referenced and are not necessarily Indicative of the properties of other apparently similar or identical
materials.
Page 1 of
CONCRETE COMPRESSIVE STRENGTH TEST
Report Number: 94051190.0010
Service Date: May 26, 2005
Client: Coppell Trade Center LP
Attn: Al Sorrels
5055 Keller Springs Rd Ste 300
Addison TX 75001
'lrerracan
8901 Carpenter Frwy, Ste #100
Dallas, Texas 75247
(214) 630-1010
Report Date: June 27, 2005
Project: Coppell Trade Center - Bldg C
NWC Sandy Lake/Freeport Pkwy
Coppell, TX
Project Number: g40511g0
Material Information
Specified Strength: 3000 psi ~ 28 Days
Batch Time: 1:29pm
Supplier: TXI
Truck No: 510
Mix I.D. No.: 9506
Plant: 141
Ticket No: 53080
~ lnformation
Sample Time: 2:50pm Date Cast: May 26, 2005
Technician: Francisco Morillo
Weather Conditions: Clear
Accumulative Yards: 10
Placement Method: Direct Discharge
Sample Locations: See Placement Location
Placement Location: Column Footings, B, C, D, E/23~' B, C, D,
E/24
Field Test Data
Test
Slump, inches:
Air Content, %:
Concrete Temperature, o F: 82
Ambient Temperature, o F: 86
Plastic Unit Weight, pcf:
Laboratory Test Data
Set Specimen Diameter Area
No. ID (inches) (sq. inches)
Result Specification
4.75 4-6
1 1 6.00 28.27
I 2 6.00 28.27 06/23/2005
1 3 6.00 28.27 06/23/2005
1 4
Test Method
ASTM C143
ASTM C231
ASTM C1064
ASTM C1064
ASTM C138
Age at
D~e Test
Tested (day~
06/0~2005 7
Maximum Compressive
Load Strength
(lbs) (psi)
88,230 t 3,120
28 110,110 \ 3,890
28 104,040 \ 3,680
Average ~3,790
Hold
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT teat methods. This report is exclusively for the use of the client
indicated above and shall not be reproduced except in full without the written consent of our company. 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 I of 2
,CONCRETE COMPRESSIVE STRENGTH TEST ~
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Client: Coppell Trade Center LP
Comments (cont'd):
Project Number:94051190
Report Numbe~. 94051190.0010
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: Francisco Modllo
Report Distribution:
(1) Coppell Trade Center LP
(1) TechniStructures
(I) City of Coppetl TX
(1) City of Coppell TX
(1) Merriman Assoc
(1) McFadden & Miller
(1) Macatee Engineering Inc
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. T~is report is exclusively for the use of the client
indicated above and shall nut be reproduced except in full without the written consent of our company. 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.