ST9905DR-LR080806
SAMPLE PICK-UP
Report Number: 94081124.0077
Service Date: July 26, 2008
lrerracan
8901 Carpenter Frwy, Ste #100
Dallas, Texas 75247
(214) 630-1010
Client:
City of Coppell TX .
AUn: Rick O'Dell
Engineering Dept
PO Box 9478
. Coppell TX 75019
Services - Concrete cylinder pickup.
Report Date:
Project:
Project No.:
TOTAL NUMBER OF CONCRETE CYLINDERS PICKED UP: 3
Report No.:
No. of Cylinders:
94081124.0076
3
August 06, 2008
Bethel Road I - #ST 99-05
Roadway & Drainage Improvements
City Limit Line to Freeport Parkway
Coppell, TX
94081124
.Terracon Rep: Bradley W.Hatch
Eric J. eland, 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 !ested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical
materials.
Report Distribution:
(1) Cily of Coppel! TX
(1) Tiseo Paving Company
Page 1 of 1
Reviewed by:
21-8MS/R21-f'wn follY
CONCRETE COMPRESSIVE STRENGTH TEST
Report Number: 94081124.0050
Service Date: July 8, 2008
lrerracan
8901 Carpenter Frwy, ste #100
Dallas, Texas 75247
. (214) 630-1010
Age at Maximum Compressive
Date Test Load Strength
Tested (days) (Ibs) (psi)
07/15/2008 7 133,470 4,720
08/05/2008 28 188,020 6,650
08/05/2008 28 189,400 6,700
Average (28 Days) 6,680
Services _ Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive
strength samples.
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: 7:19am Plant: On Site
Supplier: Tiseo Paving
Truck No: Ticket No:
Mix 1.0. No.: 2478M
Water Added Onsite Before Test: 0 Gallons
Water Added Onsite After Test: 0 Gallons
Field Test Data
Test
Slump, inches:
Air Content, %:
Concrete Temperature, of:
Ambient Temperature,oF:
Plastic Unit Weight, pcf:
Result
0.75
2.1
89
92
152.8
Laboratory Test Data
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
Report Date: August 06, 2008
Project: Bethel Road I - #ST 99-05
Roadway & Drainage Improvements
City Limit Line to Freeport Parkway
Coppell, TX
Project No.: 94081124
Sam"/e Information
Date Cast: July 8, 2008 Time: 7:35am
Sampled by: Johnny L. Clinton
Weather Conditions: Clear
Accumulative Yards: 40 Batch Size (cy): 10.00
Placement Method: Direct Discharge
Sample Locations: Bethel Road Sta. 0+15
Placement Location: Bethel Road from Sta. 0+00 to 14+50
Specification
Test Method
ASTM.C143
ASTM C231
ASTM C1064
ASTM C1064
ASTM C138
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.
01-MY1El1ROt.FUU',Koy
Page 1 of 10 : .:.
CONCRETE COMPRESSIVE STRENGTH TEST
Report Number: 94081124.0050
Service Date: July 8, 2008
lrerracan
8901 Carpenter Frwy, Ste #100
Dallas, Texas 75247
(214) 630-1010
Batch Time: 8:01 am Plant: On Site
Supplier: Tiseo Paving
Truck No: Ticket No:
Mix 1.0. No.: 2478M
Water Added Onsite Before Test: 5 Gallons
Water Added Onsite After Test: 0 Gallons
Field Test Data
Test
Slump, inches:
Air Content, %:
Concrete Temperature, of:
Ambient Temperature,oF:
Plastic Unit Weight, pcf:
Report Date: August 06,2008
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 8, 2008 Time: 8:05am
Sampled by: Johnny L. Clinton
Weather Conditions: Clear
Accumulative Yards: 150 Batch Size (cy): 10.00
Placement Method: Direct Discharge
Sample Locations: Bethel Road Sta. 1 +50
Placement Location: Bethel Road from Sta. 0+00 to 14+50
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
Result
1.75
4.4
90
94
149.2
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)
07/15/2008 7 143.100 5,060
08/05/2008 28 175,950 6,220
08/05/2008 28 171.940 6,080
Average (28 Days) 6,150
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
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 2 of 10
01-IMt'B/ROI.fwi Koy
CONCRETE COMPRESSIVE STRENGTH TEST
Report Number: 94081124.0050
Service Date: July 8, 2008
lrerracan
8901 Carpenter Frwy, Ste #100
Dallas, Texas 75247
(214) 630-1010
Age at Maximum Compressive
Date Test Load Strength
Tested (days) (Ibs) (psi)
07/15/2008 .7 138,080' 4,880
08/05/2008 28 188,150 6,650
08/05/2008 28 183,860 6,500
Average (28 Days) 6,580
Services _ Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive
strength samples.
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: 8:38am Plant: On Site
Supplier: Tiseo Paving
Truck No: Ticket No:
Mix I.D. No.: 2478M
Water Added Onsite Before Test: OGallons
Water Added Onsite After Test: 0 Gallons
Field Test Data
Test
Slump, inches:
Air Content, %:
Concrete Temperature, of:
Ambient Temperature,oF:
Plastic Unit Weight, pct:
Result
1.00
4.4
92
96
152.8
Laboratorv Test Data
Set
No.
3
3
3
Specimen
10
1
2
3
Diameter Area
(inches) (sq. inches)
6.00 28.27
6.00 28.27
6.00 28.27
Report Date: August 06, 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 8, 2008 Time: 9:00am
Sampled by: Johnny L. Clinton
Weather Conditions: Clear
Accumulative Yards: 350 Batch Size (cy): 10.00
Placement Method: Direct Discharge
Sample Locations: Bethel Road Sta. 3+20
Placement Location: Bethel Road from Sta. 0+00 to 14+50
Specification
Test Method
ASTM C143
ASTM C231
ASTM C1064
ASTM C1064
ASTM C138
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 3 of 10
ot.MWEIIROI.,..... KIY
CONCRETE COMPRESSIVE STRENGTH TEST
Report Number: 94081124.0050
Service Date: July 8, 2008
lrerracan
8901 Carpenter Frwy, Ste #100
Dallas, Texas 75247
(214) 630-1010
Batch Time: 9:48am Plant: On Site
Supplier: Tiseo Paving
Truck No: Ticket No:
Mix 1.0. No.: 2478M
Water Added Onsite Before Test: o Gallons
Water Added Onsite After Test: 0 Gallons
Field Test Data
Test
Slump, inches:
Air Content, %:
Concrete Temperature, of:
Ambient Temperature,oF:
Plastic Unit Weight, pcf:
Report Date: August 06, 2008
Project: Bethel Road I - #ST 99-05
Roadway & Drainage Improvements
City Limit Line to Freeport Parkway
Coppell, TX
Project No.: 94081124
SamDle Information
Date Cast: July 8, 2008 Time: 9:50am
Sampled by: Johnny L. Clinton
Weather Conditions: Clear
Accumulative Yards: 410 Batch Size (cy): 10.00
Placement Method: Direct Discharge
Sample Locations: Bethel Road Sta. 5+00
Placement Location: Bethel Road from Sta. 0+00 to 14+50
Client:
City of Coppell TX
AUn: Rick O'Dell
Engineering Dept
PO Box 9478
Coppell TX 75019
Materia/. Information
Specified Strength: 3600 psi @ 28 Days
Result
1.50
3.3
91
96
149.2
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)
07/15/2008 7 139,730 4,940
08/05/2008 28 158,300 5,600
08/05/2008 28 174,530 6,170
Average (28 Days) 5,890
Services _ Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive
strength samples.
Set
No.
4
4
4
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 nol 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 4 of 10
Dl-M'M11R01-fLUe K...,
CONCRETE COMPRESSIVE STRENGTH TEST
Report Number: 94081124.0050
Service Date: July 8, 2008
lrerraccn
8901 Carpenter Frwy, Ste #100
Dallas, Texas 75247
(214) 630-1010
Batch Time: 1 0:44am Plant: On Site
Supplier: Tiseo Paving
Truck No: Ticket No:
Mix I.D. No.: 2478M
Water Added Onsite Before Test: OGallons
Water Added Onsite After Test: 0 Gallons
Field Test Data
Report Date: August 06, 2008'
Project: Bethel Road I - #ST 99-05
Roadway & Drainage Improvements
City Limit Line to Freeport Parkway
Coppell, TX
Project No.: 94081124
Samole Information
Date Cast: July 8, 2008 Time: 10:35am
Sampled by: Johnny L. Clinton
Weather Conditions: Clear
Accumulative Yards: 530' Batch Size (cy): 10.00
Placement Method: Direct Discharge
Sample Locations: Bethel Road Sta. 6+70
Placement Location: Bethel Road from Sta. 0+00 to 14+50
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
Test
Slump, inches:
Air Content, %:
Concrete Temperature, of:
Ambient Temperature,oF:
Plastic Unit Weight, pcf:
Result
2.00
3.3
91
97
149.2
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)
07/15/2008 7 129,570 4,580
08/05/2008 28 191,140 6,760
08/05/2008 28 181,420 6,420
Average (28 Days) 6,590
Services - Obtain samples of fresh concret,e at the placement locations, perform required field tests and cast compressive
strength samples.
Set
No.
5
5
5
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 location(s) referenced and are not necessarily indicative of the properties of other apparently similar or Identical
materials.
Page 5 of 10
01-MWB1ROt.Fliln Key
CONCRETE COMPRESSIVE STRENGTH TEST
Report Number: 94081124.0050
SerVice Date: July 8, 2008
lrerracan
8901 Carpenter Frwy, Ste #100
Dallas, Texas 75247
(214) 630-1010
Batch Time: 11 :20am Plant: On Site
Supplier: Tiseo Paving
Truck No: Ticket No:
Mix I.D. No.: 2478M
Water Added Onsite Before Test: OGallons
Water Added On site After Test: 0 Gallons
Field Test Data
Report Date: August 06, 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 8, 2008 Time: 11 :30am
Sampled by: Johnny L. Clinton
Weather Conditions: Clear
Accumulative Yards: 640 Batch Size (cy): 10.00
Placement Method: Direct Discharge
Sample Locations: Bethel Road Sta. 8+50
Placement Location: Bethel Road from Sta. 0+00 to 14+50
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
Test
Slump, inches:
Air Content, %:
Concrete Temperature, of:
Ambient Temperature, of:
Plastic Unit Weight, pcf:
Result
1.00
3.8.
92
97
147.6
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)
07/15/2008 7 117,340 4,150
08/05/2008 28 162.440 5,740
08/05/2008 28 176,810 6,250
Average (28 Days) 6,OQO
Services - Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive
strength samples.
Set
No.
6
6
6
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 location(s) referenced and are not necessarily Indicative of the properties of other apparenlly similar or identical
materials.
Page 6 of 10
01.MW8IROt-FtAn tclV
CONCRETE COMPRESSIVE STRENGTH TEST
Report Number: 94081124.0050
Service Date: July 8, 2008
lrerracan
8901 Carpenter Frwy, Ste #100
Dallas, Texas 75247
(214) 630-1010
Batch Time: 12:13pm Plant: On Site
Supplier: Tiseo Paving
Truck No: Ticket No:
Mix I.D. No.: 2478M
Water Added Onsite Before Test: o Gallons
Water Added Onsite After Test: 0 Gallons
Field Test Data
Test
Slump, inches:
Air Content, %:
Concrete Temperature, of:
Ambient Temperature,oF:
Plastic Unit Weight, pcf:
Report Date: August 06, 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 8,2008 Time: 12:30pm
Sampled by: Johnny L. Clinton
Weather Conditions: Clear
Accumulative Yards: 760 Batch Size (cy): 10.00
Placement Method: Direct Discharge
Sample Locations: Bethel Road Sta. 9+75
Placement Location: Bethel Road from Sta. 0+00 to 14+50
Client:-
City of Coppell TX
Altn: Rick O'Dell
Engineering Dept
PO Box 9478
Coppell TX 75019
Material Information
Specified Strength: 3600 psi @ 28 Days
Result
1.50
4.7
93.
97
146.4
Specification
Test Method
ASTM C143
ASTM C231
ASTM C1064
ASTM C1064
ASTM C138
Laboratorv Test Data
Age at Maximum Compressive
Diameter Area Date Tes.t Load Strength
(inches) (sq. inches) Tested (days) (Ibs) (psi)
6.00 28.27 07/15/2008 7 .130,260 4,610
6.00 28.27 08/05/2008 28 161,120 5,700
6.00 28.27 08/05/2008 28 166,470 5,890
. Average (28 Days) 5,800
Services _ Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive
strength samples.
Set
No.
7
7
7
Specimen
10
1
2
3
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 IdenUcal
materials.
Page 7 of 10
01-MVl'81R01-FiAL...Kev
CONCRETE COMPRESSIVE STRENGTH TEST
Report Number: 94081124.0050
Service Date: July 8, 2008
lrerracan
8901 Carpenter Frwy, Ste #100
Dallas, Texas 75247
(214) 630-1 01 0
Batch Time: 1 :OOpm Plant: On Site
Supplier: Tiseo Paving
Truck No: Ticket No:
Mix I.D. No.: 2478M
Water Added On site Before Test: o GaJlons
Water Added On site After Test: . 0 Gallons
Field Test Data
Report Date: August 06, 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 8, 2008 Time: 1 :05pm
Sampled by: Johnny L. Clinton
Weather Conditions: Clear
Accumulative Yards: 870 Batch Size (cy): 10.00
Placement Method: Direct Discharge
Sample Locations: Bethel Road Sta. 11 +30 I
Placement Location: Bethel Road from Sta. 0+00 to 14+50
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
Test
Slump, inches:
Air Content, %:
Concrete Temperature, of:
Ambient Temperature,oF:
Plastic Unit Weight, pcf:
Result.
1.00
2.7
93
98
152.8
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)
07/15/2008 7 145,120 5,130
08/05/2008 28 184,020 6,510
08/05/2008 28 172,130 6,090
Average (28 Days) 6,300
Services - Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive
strength samples.
Set
No.
8
B
B
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 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 8 of 10
01.M'vWIRO,.fllL.. KIIY
CONCRETE COMPRESSIVE STRENGTH TEST
Report Number: 94081124.0050
Service Date: July 8, 2008
lrerracan
8901 Carpenter Frwy, Ste #100
Dallas, Texas 75247
(214) 630-1010
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: 1 :42pm Plant: On Site
Supplier: Tiseo Paving
Truck No: Ticket No:
Mix J.D. No.: 2478M
Water Added Onsite Before Test: 0 Gallons
Water Added Onsite After Test: 0 Gallons
Field Test Data
Test
Slump, inches:
Air Content, %:
Concrete Temperature, of:
Ambient Temperature,oF:
Plastic Unit Weight, pct:
Result
1.75
2.7
92
98
149.6
Report Date:August 06, 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 8, 2008 Time: 1 :45pm
Sampled by: Johnny L. Clinton
Weather Conditions: Clear
Accumulative Yards: 980 Batch Size (cy): 10.00
Placement Method: Direct Discharge
Sample Locations: Bethel Road Sta. 12+75
Placement Location: Bethel Road from Sta. 0+00 to 14+50
Specification
Age at Maximum Compressive
Date Test Load Strength
Tested (days) (Ibs) (psi)
07/15/2008 7 145,320 5,140
08/05/2008 28 174,280 6,160
08/05/2008 28 167,610 5,930
Average (28 Days) 6,050
Services - Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive
strength samples.
Laboratorv Test Data
Set
No.
9
9
9
Specimen
10
1
2
3
Diameter Area
(inches) (sq. inches)
6.00 28.27
6.00 28.27
6.00 28.27
Test Method
ASTM C143
ASTM C231
ASTM C1064
ASTM C1064
ASTM C138
The lests 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 9 of 10
D1-M'NB/ROt.FLtln Kev
CONCRETE COMPRESSIVE STRENGTH TEST
Report Number: 94081124.0050
Service Date: July 8, 2008
lrerracan
8901 Carpenter Frwy, Ste #1 00
Dallas, Texas 75247
(214) 630-1010
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
Report Date: August 06, 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 8, 2008 Time: 2:30pm
Sampled by: Johnny L. Clinton
Weather Conditions: Clear
Accumulative Yards: 1080/1100 Batch Size (cy): 10.00
Placement Method: Direct Discharge
Sample Locations: Bethel Road Sta. 14+25
Placement Location: Bethel Road from Sta. 0+00 to 14+50
Batch Time: 2:30pm Plant: On Site
Supplier: Tiseo Paving
Truck No: Ticket No:
Mix I.D. No.: 2478M
Water Added Onsite Before Test: OGallons
Water Added Onsite After Test: 0 Gallons
Field Test Data
Test
Slump, inches:
Air Content, %:
Concrete Temperature, of:
Ambient Temperature, of:
Plastic Unit Weight, pcf:
Result
1.00
2.8
94
99
149.6
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)
07/15/2008 7 87,630 3,100
08/05/2008 28 143,940 5,090
08/05/2008' 28 166,980 5,910
Average (28 Days) 5,500
Services - Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive
strength samples.
Set
No.
10
10
10
Specimen
ID
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
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 tor 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) reterenced and are not necessarily indicative of the properties ot other apparently similar or Identical
materials. .
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