ST9905DR-LR080807
SAMPLE PICK-UP
Report Number: 94081124.0081
Service Date: July 31, 2008
lrerracon
8901 Carpenter Frwy, Ste #100
Dallas, Texas 75247
(214) 630-1010
Project No.:
August 07, 2008
Bethel Road I - #ST 99-05
Roadway & Drainage Improvements
City Limit Line to Freeport Parkway
Coppell, TX
94081124
Client:
City of Coppell TX
AUn: Rick O'Dell
Engineering Dept
PO Box 9478
Coppell TX 75019
Services - Concrete cylinder pickup.
Report Date:
Project:
TOTAL NUMBER OF CONCRETE CYLINDERS PICKED UP: 3
Report No.:
No. of Cylinders:
94081124.0080
3
Terracon Rep: Dustin R. Collins
Report Distribution:
(1) Clly of Coppell TX
(1) Tiseo Paving Company
Reviewed by:
. :J. Cleveland, P.E.
.' . S ior Project Engineer
The tests were performed In general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusive for the use of the client
indicated above and shall not be reproduced except In full without the wrltten consent of our company. Test results transmitted herein are only applicable
to the actual samples tested at the locatlon(s) referenced and are not necessarlly Indicative of the properties of other apparently similar or Identical
materials.
Page 1 of 1
2J.DGRJR23-fulute t<ey
CONCRETE COMPRESSIVE STRENGTH TEST
Report Number: 94081124.0080
Service Date: July 30, 2008
lrerracan
8901 Carpenter Frwy, Ste #100
Dallas, Texas 75247
(214) 630-1010
Batch Time: 8:30am Plant: 125
Supplier: Southern Star
Truck No: 7039 Ticket No: 01326276
Mix 1.0. No.: 9339
Water Added Onsite Before Test: 10Gal!ons
Water Added Onsite After Test: 0 Gallons
Report Date: August 07,2008
Project: Bethel Road I - #ST 99-05
Roadway & Drainage Improvements
City Limit Line to Freeport Parkway
Coppell, TX
Project No.: 940B1124
Sample Information
Date Cast: July 30, 200B Time: 9:30am
Sampled by: Dustin R. Collins
Weather Conditions: Clear
Accumulative Yards: 6 Batch Size (cy): 6.00
Placement Method: Direct Discharge
Sample Locations: NW corner
Placement Location: Median Section at east bound turn lane into
1122 Bethel Rd.
Client:
City of Cop pel! TX
Attn: Rick O'Dell
Engineering Dept
PO Box 947B
Coppel! TX 75019
Material Information
Specified Strength: 3000 psi @ 2B Days
Field Test Data
Test
Slump, inches:
Air Content, %:
Concrete Temperature, OF:
Ambient Temperature, of:
Plastic Unit Weight, pcf:
Result
5.50
2.7
92
95
14B.4
Specification
Test Method
ASTM C143
ASTM C231
ASTM C1064
ASTM C1064
ASTM C138
Laboratory Test Data
Age at
Set Specimen Diameter Area Date Test
No. 10 (inches) (sq. inches) Tested (days)
1 1 6.00 2B.27 OB/06/200B 7
1 2 08/27/2008 28
1 3 OB/27/2008 28
Services _ Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive
strength samples.
Maximum Compressive
Load Stren8th
(Ibs) (psi
84,370 2,9BO
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 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 of 1
DI.wI8IRD1..fuU_K8)'
CONCRETE COMPRESSIVE STRENGTH TEST
Report Number: 94081124.0078
Service Date: "July 28, 2008
lrerracan
8901 Carpenter Frwy, Ste #100
Dallas, Texas 75247
(214) 630-1010
Batch Time: 8:30am Plant: 111
Supplier:" Southern Star
Truck No: 114 Ticket No: 01324188
Mix 1.0. No.: 9363
Water Added Onsite Before Test: 12Gallons
Water Added Onsite After Test: 0 Gallons
Report Date: August 07. 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 28,2008 Time: 9:15am
Sampled by: Johnny L. Clinton
Weather Conditions: Clear
Accumulative Yards: 6 Batch Size (cy): 6.00
Placement Method: Direct Discharge
Sample Locations: Middle of crosswalk
Placement Location: Crosswalk at far east entrance to USPS
facility
Client:
City of Coppell TX
Attn: Rick O'Dell
Engineering Dept"
PO Box 9478
Coppell TX 75019
Material Information
Specified Strength: 3600 psi @ 28 Days
Field Test Data
Test
Slump, inches:
Air Content, %:
Concrete Temperature, of:
Ambient Temperature, of:
Plastic Unit Weight, pcf:
Result
6.00
3.1
91
94
147.6
Specification
Test Method
ASTM C143
ASTM C231
ASTM C1064
ASTM C1064
ASTM C138
Laboratory Test Data
Age at
Set Specimen Diameter "Area Date Test
No. 10 (inches) (sq. inches) Tested (days)
1 1 6.00 28.27 08/04/2008 7
1 2 08/25/2008 28
1 3 08/25/2008 28
Services _ Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive
strength samples.
Maximum Compressive
Load Strength
(Ibs) (psi)
90,230 3,190
Report Distribution:
(1) City of Coppell TX
(1) Tiseo Paving Company
Reviewed by:
Terracon Rep: Johnny L. Clinton
Eric leveland, 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 a.lthe location(s) referenced and are not necessarily Indicative of the properties of other apparently similar or identical
materials.
01-t.fNBIR01-FutIn lC.ty
Page 1 of 1
CONCRETE COMPRESSIVE STRENGTH TEST
Report Number: 94081124.0051
Service Date: July 9, 2008
lrerracan
8901 Carpenter Frwy, Ste #100
Dallas, Texas 75247
(214) 630-1010
Batch Time: 6:58am Plant: On-site
Supplier: Tiseo Paving
Truck No: Ticket No:
Mix I.D. No.: 2478M
Water Added Onsite Before Test: 0 Gallons
Water Added Onsite After Test: 0 Gallons
Report Date: August 07. 2008
Project: Bethel Road I - #ST 99-05
Roadway & Drainage Improvements
City Limit Line to Freeport Parkway
Coppell, TX
Project No.: 94081124
SamlJle Information
Date Cast: July 9,2008 Time: 7:15am
Sampled by: Johnny L. Clinton
Weather Conditions: Clear
Accumulative Yards: 60 Batch Size (cy): 10.00
Placement Method: Direct Discharge
Sample Locations: Sta. 14+00
Placement Location: Bethel Road
Sta. 14+00 to Sta. 31+00
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
Field Test Data
Test
Slump, inches:
Air Content, %:
Concrete Temperature, of:
Ambient Temperature,oF:
Plastic Unit Weight, pcf:
Result
1.50
4.4
89
92
148.0
Specification
Test Method
ASTM C143
ASTM C231
ASTM C1064
ASTM C1064
ASTM C138
Laboratorv Test Data
Age at Maximum C9mpressive
Date Test Load Strength
Tested (days) (Ibs) (psi)
07/16/2008 7 121,600 4,300
08/06/2008 28 157,350 5,560
08/06/2008 28 162,870 5,760
Average (28 Days) 5,660
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
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 of 10
D1.()GRIR01-Ft.b. Ka~
CONCRETE COMPRESSIVE STRENGTH TEST
Report Number: 94081124.0051
Service Date: July 9, 2008
lrerracon
8901 Carpenter Frwy, Ste #100
Dallas, Texas 75247
(214) 630-1010
Batch Time: 7:40am Plant: On-site
Supplier: Tiseo Paving
Truck No: Ticket No:
Mix 1.0. No.: 2478M
Water Added Onsite Before Test: OGallons
Water Added Onsite After Test: 0 Gallons
Report Date: August 07,2008
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 9, 2008 Time: 7:45am
Sampled by: Johnny L. Clinton
Weather Conditions: Clear
Accumulative Yards: 170 Batch Size (cy): 10.00
Placement Method: Direct Discharge
Sample Locations: Sta. 17+25
Placement Location: Bethel Road
Sta. 14+00 to Sta. 31+00
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
Field Test Data
Test
Slump, inches:
Air Content, %:
Concrete Temperature, of:
Ambient Temperature, of:
Plastic Unit Weight, pcf:
Result
1.00
3.0
90
93
150.4
Specification
Test Method
ASTM C143
ASTM C231
ASTM C1064
ASTM C1064
ASTM C138
Laboratory Test Data
Age at Maximum Compressive
Date Test Load StrenQth
Tested (days) (Ibs) (pSI)
07/16/2008 7 146,390 5,180
08/06/2008 28 182,180 6,440
08/06/2008 28 170,480 6,030
Average (28 Days) 6,240
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, MSHTO, 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 Indlcallve of the properties of other apparently similar or Identical
materials.
Page 2 of 10
01-DGRIRD1.Fwn K.y
CONCRETE COMPRESSIVE STRENGTH TEST
Report Number: 94081124.0051
Service Date: July 9, 2008
lrerracan
8901 Carpenter Frwy, Ste #100
Dallas, Texas 75247
(214) 630-1010
Specification
Age at Maximum Compressive
Date Test Load Strength
Tested (days) (Ibs) (psi)
07/16/2008 7 132,710 4,690
08/06/2008 28 181 ,730 6,430
08/06/2008 28 182,870 6,470
Average (28 Days) 6,450
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: 8:19am 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
1.00
3.5
91
94
149.6
Laboratory Test Data
Set
No.
3
3
3
Specimen
ID
1
2
3
Diameter Area
(inches) (sq. inches)
6.00 28.27
6.00 28.27
6.00 28.27
Report Date: Augusl 07, 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 9, 2008 Time: 8:35am
Sampled by: Johnny L. Clinton
Weather Conditions: Clear
Accumulative Yards: 290 Batch Size (cy): 10.00
Placement Method: Direct Discharge
Sample Locations: Sta. 18+50
Placement Location: Bethel Road
Sta. 14+00 to Sta. 31+00
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 localion(s) referenced and are riot necessarily Indicative of the properties of other apparently similar or Identical
materials.
Page 3 of 10
Ql-oGR/R01.FtAl.... KIY
CONCRETE COMPRESSIVE STRENGTH TEST
Report Number: 94081124.0051
Service Date: July 9, 2008
lrerracan
8901 Carpenter Frwy, Ste #100
Dallas, Texas 75247
(214) 630-1010
Batch Time: 8:54am Plant: On-site
Supplier: Tiseo Paving
Truck No: Ticket No:
Mix I.D. No.: 2478M
Water Added Onsite Before Test: 0 Gallons
Water Added Onsite After Test: 0 Gallons
Report Date: August 07, 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 9, 2008 Time: 9:00am
Sampled by: Johnny L. Clinton
Weather Conditions: Clear
Accumulative Yards: 410 Batch Size (cy): 10.00
Placement Method: Direct Discharge
Sample Locations: Sta. 20+00
Placement Location: Bethel Road
Sta. 14+00 to Sta. 31+00
Client:
City of Coppell TX
Attn: Rick O'Dell
Engineering Dept
PO Box 9478
Coppell TX 75019
Material/nformation
Specified Strength: 3600 psi @ 28 Days
Field Test Data
Test
Slump, inches:
Air Content, %:
Concrete Temperature, of:
Ambient Temperature,oF:
Plastic Unit Weight, pcf:
Result
1.00
3.7
92
94
148.4
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)
07/16/2008 7 136,090 4,810
08/06/2008 28 170,600 6,030
08/06/2008 .28 148,220 5,240
Average (28 Days) 5,640
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
ID
1
2
3
Diameter Area
(inches) (sq. inches)
6.00 28.27
6.00 28.27
6.00 28.27
The lesls were performed in general accordance wilh 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 the actual samples lesled at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical
male rials.
Page 4 of 10
oi-oGIMm1.f1Ai. Kay
CONCRETE COMPRESSIVE STRENGTH TEST
. Report Number: 94081124.0051
Service Date: July 9, 2008
lrerracan
8901 Carpenter Frwy, Ste #100
Dallas, Texas 75247
(214) 630-1 01 0
Batch Time: 9:26am Plant: On-site
Supplier: Tiseo Paving
Truck No: Ticket No:
Mix I.D. No.: 2478M
Water Added Onsite Before Test: 0 Gallons
Water Added Onsite After Test: 0 Gallons
Report Date: August 07, 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 9, 2008 Time: 9:35am
Sampled by: Johnny L. Clinton
Weather Conditions: Clear
Accumulative Yards: 520
Placement Method: Direct Discharge
Sample Locations: Sta. 21 +50
Placement Location: Bethel Road
Sta. 14+00 to Sta. 31+00
Client:
City of Coppell TX
Attn: Rick O'Dell
Engineering Dept
PO Box 9478
Coppell TX 75019
Material Information
Specified Strength: 3600 psi @ 28 Days
Field Test Data
Test
Slump, inches:
Air Content, %:
Concrete Temperature, of:
Ambient Temperature,oF:
Plastic Unit Weight, pcf:
Result
1.75
4.4
91
95
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)
07/16/2008 7 132,930 4,700
08/06/2008 28 175,700 6,210
08/06/2008 28 165,280 5,850
Average (28 Days) 6,030
Services - Obtain samples of fresh concrete 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 locatlon(s) referenced and are not necessarily indicative of the properties of other apparently similar or Identical
materials.
Page 5 of 10
DI.oGR1R01.f'Lb. K.y
CONCRETE COMPRESSIVE STRENGTH TEST
Report Number: 94081124.0051
Service Date: July 9, 2008
lrerracan
8901 Carpenter Frwy, Ste #100
Dallas, Texas 75247
(214) 630-1010
Batch Time: 10:02am Plant: On-site
Supplier: Tiseo Paving
Truck No: Ticket No:
Mix 1.0. No.: 2478M
Water Added Onsite Before Test: OGallons
Water Added Onsite After Test: 0 Gallons
Report Date: August 07,2008
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 9,2008 Time: 10:05am
Sampled by: Johnny L. Clinton
Weather Conditions: Clear
Accumulative Yards: 640 Batch Size (cy): 10.00
Placement Method: Direct Discharge
Sample Locations: Sta. 23+00
Placement Location: Bethel Road
Sta. 14+00 to Sta. 31+00
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
Field Test Data
Test
Slump, inches:
Air Content, %:
Concrete Temperature, of:
Ambient Temperature, of:
Plastic Unit Weight, pcf:
Result
1.75
4.4
92
95
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)
07/16/2006 7 138,120 4,880
08/06/2008 28 169,120 5,980
08/06/2008 28 155,940 5,510
Average (28 Days) 5,750
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 26.27
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 localion(s) referenced and are not necessarily Indicative of the properties of other apparently similar or Identical
materials.
. . . .
Page 6 of 10
DHX.RIROH........ KIY
CONCRETE COMPRESSIVE STRENGTH TEST
Report Number: 94081124.0051
Service Date: July 9, 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
Report Date: August 07, 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 9,2008 Time: 10:30am
Sampled by: Johnny L. Clinton
Weather Conditions: Clear
Accumulative Yards: 750 Batch Size (cy): 10.00
Placement Method: Direct Discharge
Sample Locations: Sta. 24+75
Placement Location: Bethel Road
Sta. 14+00 to Sta. 31+00
Batch Time: 10:34am Plant: On-site
, Supplier: Tiseo Paving
Truck No: Ticket No:
Mix I.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, pcf:
Result
1.00
2.4
92
96
154.4
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)
07/16/2008 7 150,230 5,310
08/06/2008 28 188,290 6,660
08/06/2008 28 198,190 7,010
Average (28 Days) . 6.840
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
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 7 of 10
D~Dl.ful..K(lY
CONCRETE COMPRESSIVE STRENGTH TEST
Report Number: 94081124.0051
Service Date: July 9, 2008
lrerracan
8901 Carpenter F/WY, Ste #100
Dallas, Texas 75247
(214) 630-1010
Batch Time: 11 :OOam 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
Report Date: August 07, 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 9, 2008 Time: 11 :05am
Sampled by: Johnny L. Clinton
Weather Conditions: Clear
Accumulative Yards: 850
Placement Method: Direct Discharge
Sample Locations: Sta. 25+75
Placement Location: Bethel Road
Sta. 14+00 to Sta. 31+00
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
Field Test Data
Test
Slump, inches:
Air Content, %:
Concrete Temperature, of:
Ambient Temperature,oF:
Plastic Unit Weight, pcf:
Result
1.00
4.4
92
97
150.4
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)
07/16/2008 7 134,150 4,740
08/06/2008 28 165,950 5,870
08/06/2008 28 175,410 6,200
Average (28 Days) 6,040
Services - Obtain samples of fresh concrete at the placement locations, perform required neld tests and cast compressive
strength samples.
Set
No.
8
8
8
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 ilil 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) rererenced and are not necessarily Indicative of the properties of other apparently similar or Identical'
materials.
Page B of 10
01.OGAIROloflA16o KoV
CONCRETE COMPRESSIVE STRENGTH TEST
Report Number: 94081124.0051
Service Date: July 9, 2008
lrerracan
8901 Carpenter Frwy, Ste #100
Dallas, Texas 75247
(214) 630-1010
Specification
Age at Maximum Compressive
Date Test Load Strength
Tested (days) (Ibs) (psi)
07/16/2008 7' 145,160 5,130
08/06/2008 28 168,710 5,970
08/06/2008 28 174,490 6,170
Average (28 Days) 6,070
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: 11 :34am 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
4.4
92
98
150.8
Laboratory Test Data
Set
No.
9
9
9
Specimen
ID
1
2
3
Diameter Area
(inches) (sq. inches)
6.00 28.27
6.00 28.27
6.00 28.27
Report Date: August 07, 2008
Project: Bethel Road I - #ST 99-05
Roadway & Drainage Improvements
City Limit Line to Freeport Parkway
Coppell, TX
Project No.: 94081124
SamIJle Information
Date Cast: July 9, 2008 Time: 11 :35am
Sampled by: Johnny L. Clinton
Weather Conditions: Clear
Accumulative Yards: 960 Batch Size (cy): 10.00
Placement Method: Direct Discharge
Sample Locations: Sta. 27+00
Placement Location: Bethel Road
Sta. 14+00 to Sta. 31+00
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 locatlon(s) referenced and are not necessarily Indicative of the properties of other apparently similar or Identical
materials.
Page 9 of1 0
OI.QGRIRO,"'we K.~
CONCRETE COMPRESSIVE STRENGTH TEST
Report Number: 94081124.0051
Service Date: July 9, 2008
lrerracan
8901 Carpenter Frwy, Ste #100
Dallas, Texas 75247
(214) 630-1 01 0
Batch Time: 12:21pm Plant: On-site
Supplier: Tiseo Paving
Truck No: . Ticket No:
Mix I.D. No.: 2478M
Water Added Onsite Before Test: 0 Gallons
Water Added Onsite After Test: 0 Gallons
Report Date: August 07,2008
Project: Bethel Road I - #ST 99-05
Roadway & Drainage Improvements
City Limit Line to Freeport Parkway
Coppell, TX
Project No.: 94081124
Samnle Information
Date Cast: July 9,2008 Time: 12:30pm
Sampled by: Johnny L. Clinton
Weather Conditions: Clear
Accumulative Yards: 1120 Batch Size (cy): 10.00
Placement Method: Direct Discharge
Sample Locations: Sta.29+75
Placement Location: Bethel Road
Sta. 14+00 to Sta. 31+00
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
Field Test Data
Test
Slump, inches:
Air Content, %:
. Concrete Temperature, of:
Ambient Temperature,oF:
Plastic Unit Weight, pcf:
Result
1.00
4.3
91
98
152.8
Specification
Test Method
ASTM C143
ASTM C23.1
ASTM C1064 .
ASTM C1064
ASTM C138
Laboratory Test Data
Age at Maximum Compressive
Date Test Load Strength
Tested (days) (Ibs) (psi)
07/16/2008 7 136,530 4,830
08/06/2008 28 157,700 5,580
08/06/2008 28 162,340 5,740
Average (28' Days) 5,660
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
Revi.ewed by:
Terracon Rep: Johnny L. Clinton
Eric . 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 10 of 10
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