Coppell Trade-LR050812CONCRETE COMPRESSIVE STRENGTH TEST
Report Number: 94051190.0093
Service Date: August 4, 2005
Client: Coppell Trade Center LP
Attn: Bennet Ratiiff
5055 Keller Springs Rd Ste 300
Addison TX 75001
'lrerracon
8~O1 Carpenter Frwy, Ste #100
Dallas, Texas 75247
(214) 630-1010
Report Date: August 12, 2005
Project: Coppell Trade Center - Bldg C
NWC Sandy Lake/Freeport Pkwy
Coppell, TX
Project Number: 94051190
Material Information
Specified Strength: 4000 psi @ 28 Days
Batch Time: 6:06am Plant: 141
Supplier: TXI
Track No: 68 Ticket No: 94705
Mix I.D. No.: 2806
Water Added Onsite Before Test: 0 Gallons
Water Added Onsite After Test: 0 Gallons
Sample Information
Sample Time: 6:33am Date Cast:August 4, 2005
Technician: Bradley W. Hatch
Weather Conditions: Clear
Accumulative Yards: 10
Placement Method: Direct Discharge
Sample Locations: See attached sketch
Placement Location: Footings @ B, B.5, C, C.5, D, D.5, D.8,
E.2/1; F/1.2; Pavement, see attached
sketch
Field Test Data
Test
Result Specification Test Method
5.25 3-5 ASTM C143
8.2 3-7 ASTM C231
93 ASTM C1064
79 ASTM C1064
ASTM C138
Slump, inches:
Air Content, %:
Concrete Temperature, O F:
Ambient Temperature, o F:
Plastic Unit Weight, pcf:
Laboratory Test Data Age at Maximum Compressive
Set Specimen Diameter Area Date Test Load Strength
No. ID (inches) (sq. inches) Tested (days) (lbs) (psi)
1 1 6.00 28.27 08/11/2005 7 91,260 3,230
I 2 6.00 28.27 08/11/2005 7 92,600 3,270
Average 3,250
1 3 09/01/2005 28
1 4 09/01/2005 28
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the crient
indicated above and shall not be reproduced except in full without the written ccnsent of our ccmpany. Test results transmitted herein are only applicable
to the actual samples tested at the Iccation(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical
materials.
CONCRETE COMPRESSIVE STRENGTH TEST
Client: Coppell Trade Center LP
Comments (cont'd):
'lrerracan
ProJect Number:94051190
Report Number: 94051190.0093
Comments: Not tested for plastic unit weight.
NOTE: Superintendent was notified of air contetn.
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 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: 94051190.0093
Service Date: August 4, 2005
Client: Coppell Trade Center LP
Attn: Bennet Ratliff
5055 Keller Springs Rd Ste 300
Addison TX 75001
rEffar'on
8901 Carpenter Fro/y, Sts #100
Dallas, Texas 75247
(214) 630-1010
Report Date: August 12, 2005
Project: Coppell Trade Center- Bldg C
NWC Sandy Lake/Freeport Pkwy
Coppell, TX
Project Number: 94051190
Material Information
Specified Strength: 4000 psi @ 28 Days
Batch Time: 7:30am Plant: 141
Supplier: TXI
Truck No: 837 Ticket No: 94817
Mix I.D. No.: 2806
Water Added Onsite Before Test: 0 Gallons
Water Added Onsite After Test: 0 Gallons
Field Test Data
Test
Result
Slump, inches: 5.00
Air Content, %: 6.2
Concrete Temperature, o F: 94
Ambient Temperature, o F: 81
Plastic Unit Weight, pcf:
Sample Information
Sample Time: 8:02am Date Cast:August 4, 2005
Technician: Bradley W. Hatch
Weather Conditions: Clear
Accumulative Yards: 120
Placement Method: Direct Discharge
Sample Locations: See attached sketch
Placement Location: Footings @ B, B.5, C, C.5, D, D.5, D.8,
E.2/1; F/1.2; Pavement, see attached
sketch
Specification
Test Method
3-5 ASTM C143
3-7 ASTM C231
ASTM C1064
ASTM C1064
ASTM Cl 38
Laboratory Test Data
Age at Maximum Compressive
Set Specimen Diameter Area Date Test Load Strength
No. ID (inches) (sq. inches) Tested (days) (lbs) (psi)
2 1 6.00 28.27 08/11/2005 7 103,310 3,650
2 2 6.00 28.27 08/11/2005 7 103,660 3,670
Average 3,660
2 3 09/01/2005 28
2 4 09/01/2005 28
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the usa 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 pmpetties of other apparently similar or Identical
materials.
Page 3 of 4 o~.~u~-~,,
, CONCRETE COMPRESSIVE STRENGTH TEST
Client: Coppell Trade Center LP
' rerracorl
Project Number:94051190
Report Number: 94051190,0093
Comments (cont'd):
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: Bradley W, Hatch
Report Distribution:
(1) Coppell Trade Center LP
(1) TechniStruct ures
(1) Cily of Coppell TX
(1) City of Coppell TX
(1) Merriman ASSO¢ Inc
(1) McFadden & Miller
(1) Macatee Engineering Inc
Rober~ D. Ray, S.E.T./'
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 uther apparently similar or identical
materials.
Page 4 of 4
STREET HEADER
SPECIFICATIONS
R2g.50'-
R1.
24'
20.00'
118.00'