ST9905DR-LR080820
CONCRETE COMPRESSIVE STRENGTH TEST
Report Number: 94081124.0071
Service Date: July 22, 2008
lrerracon
8901 Carpenter Frwy, Ste#100
Dallas, Texas 75247
(214) 630-1 01 0
o Gallons
o Gallons
Report Date: August 20, 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 22, 2008 Time: 8:00am
Sampled by: Johnny L. Clinton
Weather Conditions: Clear
Accumulative Yards: 10 Batch Size (cy): 10.00
Placement Method: Direct Discharge
Sample Locations: W bound turn lane at Royal Lane
Placement.Location: W bound turn lane at Royal Ln.; E bound
turn lane into Trade Point; W bound into
USPS; W bound into rear of USPS
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
,J
Batch Time: 7:51 am
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
1.0
93
94
154.8
Specification
Test Method
ASTM C143
ASTM C231
ASTM C1064
ASTM C1064
ASTM C138
Laboratorv Test Data
Age at Maximum Compressive
Date Test Load Strength
Tested (days) (Ibs) (psi)
07/29/2008 7 158,430 5,600
08/19/2008 28 192,680 6,810
08/19/2008 28 183,990 6,510
Average (28 Days) 6,660
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
ID
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 wllh 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 wllhout 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 of2
O\.MWBIROW'I.CIIO Koy
CONC~ETE COMPRESSIVE STRENGTH TEST
~eport Number: 94081124.0071
Service Date: July 22, 2008
lrerracon
8901 Carpenter Frwy, Ste #100
Dallas, Texas 75247
(214) 630-1010
OGallons
o Gallons
Report Date:August 20,2008
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 22, 2008 Time: 10:30am
Sampled by: Johnny L. Clinton
Weather Conditions: Clear
Accumulative Yards: 120 Batch Size (cy): 10.00
Placement Method: Direct Discharge
Sample Locations: W bound turn lane into USPS
Placement Location: W bound turn lane at Royal Ln.; E bound
turn lane into Trade Point; W bound into
USPS; W bound into rear 'of USPS
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: 10:18am
Supplier: Tiseo Paving
Truck No:
Mix 1.0. 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
1.50
3.6
97
98
148.5
Specification
Test Method
ASTM C143
ASTM C231
ASTM C1064
ASTM C1064
ASTM C138
Laboratorv Test Data
Age at Maximum Compressive
Date Test Load . Strength
Tested (days) (Ibs) (psi)
07/29/2008 7 122,680 4,340
08/19/2008 28 157,560 5,570
08/19/2008 28 144,390 5,110
Average (28 Days) 5,340
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
Erl J. Cleveland, P.E.
Se lor 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
10 lhe actual samples tesled at the locatlon(s) referenced and are nol necessarily Indicative of the properties of other apparently similar or Identical
malerlals.
Page 2 of 2
01-MWB1R01.f~. K....