ST9905DR-LR080821
CONCRETE COMPRESSIVE STRENGTH TEST
Report Number: 94081124.0073
Service Date: July 23, 2008
lrerracon
8901 Carpenter Frwy, Ste #1 00
Dallas, Texas 75247
(214) 630-1010
o Gallons
o Gallons
Report Date: August 21, 2008
Project: Bethel Road I - #ST 99-05
Roadway & Drainage Improvements
City Limit Line to Freeport Parkway
Coppell, TX
Project No.: 94081124
Sample Information
Date Cast: July 23,2008 Time: 8:16am
Sampled by: Johnny L. Clinton
Weather Conditions: Clear
Accumulative Yards: 90 Batch Size (cy): 10.00
Placement Method: Direct Discharge
Sample Locations: E bound turn lane into W entrance of 700
Bethel
Placement Location: E bound turn lane into the W entrance of 800
& 700 Bethel; E bound turn & deceleration
lanes at Freeport; W bound turn lane into
Minyards Food
Client:
City of Coppell TX
AUn: Rick O'Dell
Engineering Dept
PO Box 9478
Coppell TX 75019
Material Information
Specified Strength: 3600 psi @ 28 Days
Batch Time: 8:10am
Supplier: Tiseo Paving
Truck No:
Mix I.D. No.: 2478M
Water Added Onsite Before Test:
Water Added Onsite After Test:
Ticket No:
Field Test Data
Test
Slump, inches:
Air Content, %:
Concrete Temperature, of:
Ambient Temperature,oF:
Plastic Unit Weight, pcf:
Result
1.00
3.2
94
93
151.6
Specification
Test Method
ASTM C143
ASTM C231
ASTM C1064
ASTM C1064
ASTM C138
Laboratory Test Data
Age at Maximum Compressive
Date Test Load Strength
Tested (days) (Ibs) (psi)
07/30/2008 7 154,200 5,450
08/20/2008 28 164,950 5,830
08/20/2008 28 152,740 5,400
Average (28 Days) 5,620
Services - Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive
strength samples.
Set
No.
1
1
1
Specimen
10
1
2
3
Diameter Area
(inches) (sq. inches)
6.00 28.27
6.00 28.27
6.00 28.27
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 locatlon(s) referenced and are not necessarily Indicative of the properties of other apparently similar or Identical
materials.
Page 1 of2
D1-MW5IR01-Ft,UO Key
CONCRETE COMPRESSIVE STRENGTH TEST
~eport Number: 94081124.0073
Service Date: JI;1ly 23, 2008
lrerracan
8901 Carpenter Frwy, Ste #100
Dallas, Texas 75247
(214) 630-1 01 0
o Gallons
o Gallons
Report Date: August 21, 2008
Project: Bethel Road I - #ST 99-05
Roadway & Drainage Improvements
City Limit Line to Freeport Parkway
Coppell, TX
Project No.: 94081124
Sample Information
Date Cast: October 2, 2008 Time: 10:30am
Sampled by: Johnny L. Clinton
Weather Conditions: CXlear
Accumulative Yards: 200
Placement Method: Direct Discharge
Sample Locations: E bound turn. lane at Freeport
Placement Location: E bound turn lane into the Wentrance of 800
& 700 Bethel; E bound turn & deceleration
lanes at Freeport; W bound turn lane into
Minyards Food
Client:
City of Coppel! TX
AUn: Rick O'Dell
Engineering Dept
PO Box 9478
Coppel! TX 75019
Material Information
Specified Strength: 3600 psi @ 28 Days
Batch Time: 10:08am
Supplier: Tiseo Paving
Truck No:
Mix 1.0. No.: 2478M
Water Added On site Before Test:
Water Added Onsite After Test:
Ticket No:
Field Test Data
Test
Slump, inches:
Air Content, %:
Concrete Temperature, of:
Ambient Temperature,oF:
Plastic Unit Weight, pcf:
Result
3.1
97
96
152
Clear
Specification
Test Method
ASTM C143
ASTM C231
ASTM C1064
ASTM C1064
ASTM C138
Laboratory Test Data
Age at Maximum Compressive
Date Test Load Strength
Tested (days) (Ibs) (psi)
07/30/2008 7 150,470 5,320
08/20/2008 28 170,620 6,030
08/20/2008 28 187,340 6,630
Average (28 Days) 6,330
Services - Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive
strength samples.
Set
No.
2
2
2
Specimen
10
1
2
3
Diameter Area
(inches) (sq. inches)
6.00 28.27
6.00 28.27
6.00 28.27
Report Distribution:
(1) City of Coppell TX
(1) Tiseo Paving Company
Reviewed by:
Terracon Rep: Johnny L. Clinton
Erc J. Cleveland, P.E.
S lor Project Engineer
The tests were performed in general accordance with applicable ASTM, AAS1'ITO, or DOT test methods. This report Is exclusively r 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
O~01-Fl.Cl....K.)'
SAMPLE PICK-UP
R,:port Number: 94081124.0097
Service Date: August 15, 2008
lrerracon
8901 Carpenter Frwy, Ste #1 DO
Dallas, Texas 75247
(214) 630-1010
Report Date:
Project:
Client:
City of Coppell TX
Attn: Rick O'Dell
Engineering Dept
PO Box 9478
Coppell TX 75019
Services - Concrete cylinder pickup.
Project No.:
TOTAL NUMBER OF CONCRETE CYLINDERS PICKED UP: 3
Report No.:
No. of Cylinders:
94081124.0094
3
August 21, 2008
Bethel Road I - #ST 99-05
Roadway & Drainage Improvements
City Limit Line to Freeport Parkway
Coppell, TX
94081124
Terracon Rep: Ashton L. Varnell
Report Distribution:
(1) City of Coppell TX
(1) Tiseo Paving Company
Reviewed by:
Eric J. Cleveland, P.E.
Senior Project Engineer
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 1 of 1
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