Coppell Trade-LR051021· CONCRETE COMPRESSIVE STRENGTH TEST
Report Number: 94051190.0133
Service Date: October 13, 2005
Client:
Coppell Trade Center LP
Attn: Bennet Ratliff
5055 Keller Springs Rd Ste 300
Addison TX 75001
Report Date: October 21,2005
Project:
'l rerracan
8901 Carpenter Frwy, Ste #100
Dallas, Texas 75247
(214) 630-1010
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: 8:00am
Supplier: TXI
Truck No: 574
Mix I.D. No.: 8206
Water Added Onsite Before Test:
Water Added Onsite After Test:
Plant: 141
Ticket No: 136256
0 Gallons
0Gallons
Sample Information
Sample Time: 8:30am Date Cast: October 13, 2005
Technician: Eric G. Jemigan
Weather Conditions: Clear, cool and mild
Accumulative Yards: 70
Placement Method: Direct Discharge
Sample Locations: At 4
Placement Location: Pavement on W side of building adjacent to
Lines 3 to 8
Field Test Data
Test Result Specification
Slump, inches: 6.25 3-5 ASTM C143
Air Content, %: 3.5 3-7 ASTM C231
Concrete Temperature,° F: 94 ASTM C1064
Ambient Temperature, o F: 75 ASTM C1064
Plastic Unit Weight, pcf: ASTM C138
Laboratory Test Data
Set Specimen Diameter Area Date
No. ID (inches) (sq. inches) Tested
1 1 6.00 28.27 10/20/2005
1 2 6.00 28.27 10/20/2005
1 3 11/10/2005
1 4 11/10/2005
Test Method
Age at Maximum Compressive
Test Load ~0
(days) (lbs)
7 99,150
7 103,160
Average 3,580
28
28
Comments: Not tested for plastic unit weight.
Tested Truck fi~4 twice. Too wet first test and also too wet for second test. 30 yard Icad
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 w~th 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 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 2
CONCRETE COMPRESSIVE STRENGTH TEST
Report Number: 94051190.0133
Service Date: October 13, 2005
Client:
Coppell Trade Center LP
Attn: Bennet Ratliff
5055 Keller Springs Rd Ste 300
Addison TX 75001
Report Date: October 21, 2005
Project:
'lrerracon
8901 Carpenter Frwy, Ste #100
Dallas, Texas 75247
(214} 630-1010
Coppell Trade Center - Bldg C
NWC Sandy Lake/Freeport Pkwy
Ceppell, TX
Project No.: 94051190
Material Information
Specified Strength: 4000 psi @ 28 Days
Batch Time: 9:45am Plant: 141
Supplier: TXI
Truck No: 112 Ticket No: 136470
Mix I.D. No.: 8206
Water Added Onsite Before Test: 0Gallons
Water Added Onsite After Test: 0 Gallons
Sample Information
Sample Time: 10:20am Date Cast: October 13, 2005
Technician: Eric G. Jemigan
Weather Conditions:Sunny, clear and mild
Accumulative Yards: 170
Placement Method: Direct Discharge
Sample Locations: At 6.5 on W side
Placement Location: Pavement on SW side of building Lines 3-8
on W side
Field Test Data
Test
Result
Slump, inches: 5.00
Air Content, %: 4.1
Concrete Temperature,° F: 95
Ambient Temperature, o F: 83
Plastic Unit Weight, pcf:
Laborator~ Test Data
Set Specimen Diameter Area
No. ID (inches) (sq. inches)
2 1 6.00 28.27
2 2 6.00 28.27
2 3
2 4
Specification
Test Method
3-5 ASTM C143
3-7 ASTM C231
ASTM C1064
ASTM C1064
ASTM C138
Age at Maximum Compressive
Date Test Load Stren
Streng[J3~
Tested (days) (lbs) .~_~__~
10/20/2005 7 100,830
10/20/2005 7 97,490
Average
11/10/2005 28
11/10/2005 28
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: Eric G. Jernigan
Report Distribution:
(1) Coppell Trade Center LP (1) Merriman Assoc Inc
(1) TechniStructures (1) McFadden & Miller Reviewed by:
(1) City of Coppell TX (1) Macatee Engineering Inc -- Robert D. R~'.E.T.
(1) city of Coppell TX 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 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 2