Coppell Trade-LR060303CONCRETE COMPRESSIVE STRENGTH TEST
Report Number: 94051190.0173
Service Date: January 4, 2~
C,,e.,: /" Jy //
Coppell Trade Center LP ~, ~ ,~'
Attn: Bennet Ratliff
5055 Keller Springs Rd Ste 300-
Material Information ~ ~
Specified Strength: 4000 psi ~ 28 Days
Batch Time: 6:51am
Supplier: TXI
Truck No: 837
Mix I.D. No.: 8206
Plant: 141
Ticket No: 179970
Field Test Data
Test
Result
Slump, inches: 5.00
Air Content, %: 4.7
Concrete Temperature,o F: 73
Ambient Temperature,o F: 57
Plastic Unit Weight, pcf:
Laboratort/ Test Data
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
'lrerracon
8901 Carpenter Frwy, Ste #100
Dallas, Texas 75247
(214) 630-1010
Report Date:March 03, 2006
Project: C_,.~d~ ~'~,,l~ - ~ug ~,
~ NWC Sandy Lake/Freepod Pkwy
Coppell, TX
Project No.: 94051190
Sample Information
Date Cast: January 4, 2006
Technician: Daniel J. Drogos
Weather Conditions: Partly cloudy, cool
Time: 7:30am
Placement Method: Direct Discharge
Sample Locations: Adjacent to Grid 1.75, 50' S of building
Placement Location: Pavement, approximately 120' S of Grid A &
Grid 1.5-2.0
Specification
Test Method
ASTM C143
ASTM C231
ASTM C1064
ASTM C1064
ASTM C138
Age at Maximum Compressive
Date Test Load Strength
Tested (days) (lbs) (psi)
01/11/2006 7 125,270 4,430
02/01/2006 28 158,220 5,600
02/01/2006 28 158,350 5,600
Average (28 Days) 5,600
03/01/2006 56 169,330 5,990
Comments: Not tested for plastic unit weight.
Services o Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive
strength samples.
Technician: Daniel J. Drogos
(1) Coppell Trade Center LP (1) Merriman Assoc Inc
(1) TechniStructures (1) McFadden & Miller Reviewed by:
(1) City of Coppeil TX (1) Macatee Engineering Inc Robert D. Ray,
(1) City of Coppell TX Senior Project Manag~
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of~ff~e 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.
CONCRETE COMPRESSIVE STRENGTH TEST
Report Number: 94051190.0206
Service Date: February 1,2006
'lrerracon
8901 Carpenter Frwy, Ste #100
Dallas, Texas 75247
(214) 630-1010
Client:
Coppell Trade Center LP
Attn: Bennet Ratliff
5055 Keller Springs Rd Ste 300
Addison TX 75001
Report Date: March 03, 2006
Project: Coppell Trade Center - Bldg C
NWC Sandy Lake/Freeport Pkwy
Coppell, TX
Project No.: 94051190
Material Information
Specified Strength: 4000 psi @ 28 Days
Batch Time: 6:37am Plant: 141
Supplier: TXI
Truck No: 834 Ticket No: 198007
Mix I.D. No.: 8206
Water Added Onsite Before Test: 15 Gallons
Water Added Onsite After Test: 5 Gallons
Sample Information
Date Cast: February 1, 2006 Time: 7:30am
Technician: Polikarp J. Labecki
Weather Conditions: Cloudy
Accumulative Yards: 10/30
Placement Method: Direct Discharge
Sample Locations: Dock #2
Placement Location: Pavement, Loading Docks: #2, #3, #4 & #5
Docks from SW Building
Field Test Data
Test
Result
Slump, inches: 5.00
Air Content, %: 4.2
Concrete Temperature,o F: 64
Ambient Temperature,o F: 56
Plastic Unit Weight, pcf: 146.0
Laboratory Test Data
set specimen Diameter Ama
No. ID (inches) (sq. inches)
Specification
Test Method
ASTM C143
ASTM C231
ASTM C1064
ASTM C1064
ASTM C138
Age at Maximum Compressive
Date Test Load Strength
Tested (days) (lbs) (psi)
1 1 6.00 28.27 02/04/2006 3 114,910 4,060
1 2 6.00 28.27 02/08/2006 7 126,550 4,480
1 3 6.00 28.27 02/08/2006 7 128,230 4,530
Average (7 Days) 4,510
1 4 6.00 28.27 03/01/2006 28 153,470 5,430
1 5 6.00 28.27 03/01/2006 28 158,110 5,590
Average (28 Days) 5,510
Services - Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive
strength samples.
Technician: Polikarp J. Labecki
Report Distribution: ~ ~' "~ ~
(1) Co ppell Trade Center L P (1) Me rriman Assoc I.c .
(1) TechniStructures (1) McFadden & Miller Reviewed by:
(1) City of Coppell TX (1) Macatee Engineering Inc x Robert D. Ray, S.E.T.//'
(1) City of Coppell TX /~'
Senior Project Maria
,na~'
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use oft~'e 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.