ST9905DR-LR080812
SAMPLE PICK-UP
Report Number: 94081124.0079
Service Date: July 29, 2008
lrerracon
8901 Carpenter Frwy, Ste #100
Dallas, Texas 75247 .
(214) 630-1010
Client:
City of Coppell TX
Attn: 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:
94081124.0078
3
August 12, 2008
Bethel Road I - #ST 99-05
Roadway & Drainage Improvements
qity Limit Line to Freeport Parkway
Coppell, TX
94081124
Terracon Rep: Jason W. Humphrey
Eric . Cleveland, P.E.
Sen! r 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.
Report Distribution:
(1) City of Coppell TX
(1) Tiseo Paving Company.
Page 1 of 1
Reviewed by:
23-DGRIRU-f'W. Key
CONCRETE COMPRESSIVE STRENGTH TEST
Report Number: 94081124.0058
Service Date: July 14, 2008
lrerracan
8901 Carpenter Frwy, Ste #100
Dallas, Texas 75247
(214) 630-1010
OGallons
15 Gallons
Report Date: August 12, 2008
Project: Bethel Road I - #5T 99-05
Roadway & Drainage Improvements
City Limit Line to Freeport Parkway
Coppell, TX
Project No.: 94081124
SamDle Information
Date Cast: July 14, 2008 Time: 8:15am
Sampled by: Johnny L. Clinton
Weather Conditions: Clear
Accumulative Yards: 40 Batch Size (cy): 10.00
Placement Method: Direct Discharge
Sample Locations: West turn lane at Royal & Bethel
Placement Location: East & West turn lane at Bethel Rd. & Royal
Ln.
Client:
City of Coppell TX
Attn: Rick O'Dell
Engineering Dept
PO Box 9478
Coppell TX 75019
Materia/Information
Specified Strength: 3600 psi @ 28 Days
Batch Time: 7:37am
Supplier: Tiseo Paving
Truck No:
Mix 1.0. No.: 2478H
Water Added On site Before Test:
Water Added Onsite After Test:
Ticket No: Batch #4
Field Test Data
Test
Slump, inches:
Air Content, %:
Concrete Temperature, of:
Ambient Temperature,oF:
Plastic Unit Weight, pcf:
Result
3.50
3.6
90
94
150.4
Specification
Test Method
ASTM C 143
ASTM C 231
ASTM C 1064
ASTM C 1064
ASTM C 138
Laboratorv.Test Data
Age at Maximum Compressive
Date Test Load Strength
Tested (days) (Ibs) (psi)
07/16/2008 2 102,060 3,610
07/17/2008 3 107,100 3,790
07/21/2008 7 132,680 4,690
08/11/2008 28 154,690 5,470
08/11/2008 28 157,770 5,580
Average (28 Days) 5,530
Services _ Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive
strength samples.
Set
No.
1
1
1
1
1
Specimen
10
1
2
3
4
5
Diameter Area
(inches) (sq. inches)
6.00 28.27
6.00 28.27
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
01.~1..f'~..1(-V
CONCRETE COMPRESSIVE STRENGTH TEST
Report Number: 94081124.0058
Service Date: July 14, 2008
lrerracon
8901 Carpenter Frwy, Ste #100
Dallas, Texas 75247
(214) 630-1010
o Gallons
18 Gallons
Report Date: August 12, 2008
Project: Bethel Road I - #5T 99-05
Roadway & Drainage Improvements
City Limit Line to Freeport Parkway
Coppell, TX
Project No.: 94081124
Sample Information
Date Cast: July 14, 2008 Time: 9:00am
Sampled by: Johnny L. Clinton
Weather Conditions: Clear
Accumulative Yards: 80 Batch Size (cy): 10.00
Placement Method: Direct Discharge
Sample Locations: SE comer of Bethel & Royal
Placement Location: East & West turn lane at Bethel Rd. & Royal
Ln.
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: 8:48am
Supplier: Tiseo Paving
Truck No:
Mix 1.0. No.: 2478H
Water Added Onsite Before Test:
Water Added Onslte After Test:
Ticket No: Batch #4
Field Test Data
Test
Slump, inches:
Air Content, %:
Concrete Temperature, OF:
Ambient Temperature,oF:
Plastic Unit Weight, pcf:
Result
7.00
4.2
90
95
148.8
Specification
Test Method
ASTM C 143
ASTM C 231
ASTM C 1064
ASTM C 1064
ASTM C 138
Laboratorv Test Data
Age at Maximum Compressive
Date Test Load Strength
Tested (days) (Ibs) (psi)
07/17/2008 3 104,760 3,700
07/21/2008 7 144,020 5,090
08/11/2008 28 158,940 5,620
08/11/2008 28 154,510 5,460
Average (28 Days) 5,540
Services _ Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive
strength samples.
Set
No.
2
2
2
2
Specimen
ID
1
2
3
4
Diameter Area
(inches) (sq. inches)
6.00 28.27
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
Er c J Cleveland, P.E.
Senior leet 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 necessarlly Indicative of the properties of other apparently similar or Identical
materials.
Page 2 of 2
01-M't'\'8R)1..f'!Jt..t<IV
CONCRETE COMPRESSIVE STRENGTH TEST
Report Number: 94081'124.0058A
Service Date: July 14, 2008
lrerracan
8901 carpenter Frwy, Ste#100
Dallas, Texas 75247
(214) 630-1010
o Gallons
o Gallons
Report Date:August 12, 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 14, 2008 Time: 1 0:40am
Sampled by: Johnny L. Clinton
Weather Conditions: Clear
Accumulative Yards: 60 Batch Size (cy): 10.00
Placement Method: Direct Discharge
Sample Locations: Sta. 10+25
Placement Location: South bound Creekview
Sta. 0+00 to 11 +1 0
Client:
City of Coppell TX
Alln: Rick O'Dell
Engineering Dept
PO Box 9478
Coppell TX 75019
Materia/Information
Specified Strength: 3600 psi @ 28 Days
Batch Time: 10:28am
Supplier: Tiseo Paving
Truck No:
Mix 1.0. No.: 2478M
Water Added Onsite Before Test:
Water Added Onsite After Test:
Ticket No: Batch #19
Field Test Data
Test
Slump, inches:
Air Content, %:
Concrete Temperature, of:
Ambient Temperature,oF:
Plastic Unit Weight, pcf:
Result
1.00
2.9
91
96
154.2
Specification
Test Method
ASTM C 143
ASTM C 231
ASTM C 1064
ASTM C 1064
ASTM C138
Laboratory Test Data
Age at Maximum Compressive
Date Test Load Strength
Tested (days) (Ibs) (psi)
07/21/2008 ,. 7 141,020 4,990
08/11/2008 28 155,560 5,500
08/11/2008 28 153,470 5,430
Average (28 Days) 5,470
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 location(s) referenced and are not necessarily Indicative of the' properties of other apparently similar or identIcal
materials. '
Page 1 of 5
D1-MV'f'B/R01..fLtLn t<ry
CONCRETE COMPRESSIVE STRENGTH TEST
Report Number: 94081124.0058A
. Service Date: July 14, 2008
lrerracan
8901 Carpenter Frwy, Ste #100
Dallas, Texas 75247
(214) 630-1010
o Gallons
o Gallons.
Report Date: August 12, 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 14, 2008 Time: 11:15am
Sampled by: Johnny L. Clinton
Weather Conditions: Clear
Accumulative Yards: 180 Batch Size (cy): 10.00
Placement Method: Direct Discharge
Sample Locations: Sta. 10+25
Placement Location: South bound Creekview
Sta. 0+00 to 11 +1 0
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 :12am
Supplier: Tiseo Paving
Truck No:
Mix I.D. No.: 2478M
Water Added Onsite Before Test:
Water Added Onsite After Test:
Ticket No: Batch #
Field Test Data
Test
Slump, inches:
Air Content, %:
Concrete Temperature, of:
Ambient Temperature,oF:
Plastic Unit Weight, pcf:
Result
1.00
4.2
91
97
152.0
Specification
Test Method
ASTM C 143
ASTM C 231
ASTM C 1064
ASTM C 1064
ASTM C138
Laboratorv Test Data
Age at Maximum Compressive
Date Test Load Strength
Tested (days) (Ibs) (psi)
07/21/2008 7 128,550 4,550
08/11/2008 28 179,700 6,360
08/11/2008 28 173,620 6,140
Average (28 Days) 6,250
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 rull 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 5
OM.M'BIR01-FUU' Hoy
CONCRETE COMPRESSIVE STRENGTH TEST
Report Nurriber: 94081124.0058A
Service Date: July 14,2008
lrerracon
8901 Carpenter Frwy, Ste #100
Dallas, Texas 75247
(214) 630-1.010
o Gallons
o Gallons
Report Date: August 12, 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 14, 2008 Time: 12:00pm
Sampled by: Johnny L. Clinton
Weather Conditions: Clear
Accumulative Yards: 300 Batch Size (cy): 10.00
Placement Method: Direct Discharge
Sample Locations: Sta. 10+25
Placement Location: South bound Creekview
Sta. 0+00 to 11+10
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 :53am
Supplier: Tiseo Paving
Truck No:
Mix 1.0. No.: 2478M
Water Added Onsite Before Test:
Water Added Onsite After Test:
Ticket No: Batch #43
Field Test Data
Test
Slump, inches:
Air Content, %:
Concrete Temperature, of:
Ambient Temperature,oF:
Plastic Unit Weight, pcf:
Result
1.00
3.8
92
97
152.8
Specification
Test Method
ASTM C 143
ASTM C 231
ASTM C 1064
ASTM C 1064
ASTM C138
Laboratorv Test Data
Age at Maximum Compressive
Date Test Load Strength
Tested (days) (Ibs) (psi)
07/21/2008 7 144,630 5,110
08/11/2008 28 169,180 5,980
08/11/2008 28 176,990 6,260
Average (28 Days) 6,120
Services _ Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive
strength samples.
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
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 3 of 5
01-MvWJR01.FlALJ'III'l-r
CONCRETE COMPRESSIVE STRENGTH TEST
Report Number: 94081124.0058A
Service Date: July 14, 2008
lrerracon
8901 Carpenter Frwy, Ste #100
Dallas, Texas 75247
(214) 630-1010
Specification
Age at Maximum Compressive
Date Test Load Strength
Tested (days) (Ibs) (psi)
07/21/2008 7 137,880 4,880
08/11/2008 28 153,690 5,440
08/11/2008 28 174,660 6,180
Average (28 Days) 5,810
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: 12:33am
Supplier: Tiseo Paving
Truck No:
Mix 1.0. No.: 2478M
Water Added Onsite Before Test:
Water Added Onsite After Test:
Tick~t No: Batch #55
o Gallons
o Gallons
Field Test Data
Test
Slump, inches:
Air Content, %:
Concrete Temperature, of:
Ambient Temperature,oF:
Plastic Unit Weight, pcf:
Result
0.50
2.9
92
98
154.4
Laboratory Test Data
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
Report Date:August 12, 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 14, 2008 Time: 12:37am
Sampled by: Johnny L. Clinton
Weather Conditions: Clear
Accumulative Yards: 420 Batch Size (cy): 10.00
Placement Method: Direct Discharge
Sample Locations: Sta. 10+25
Placement Location: South bound Creekview
Sta. 0+00 to 11 +1 0
Test Method
ASTM C 143
ASTM C 231
ASTM C 1064
ASTM C 1064
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 withoutlhe written consent of our company. Test results transmitted herein are only applicable
10 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 4 of 5
01.MW8/ROt.f..... K.y
CONCRETE COMPRESSIVE STRENGTH TEST
Report Number: 94081124.0058A
Service Date: July 14, 2008
lrerracon
8901 Carpenter Frwy, Ste #1 00
Dallas, Texas 75247
(214) 630-101.0
o Gallons
o Gallons
Report Date: August 12, 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 14, 2008 Time: 1:30pm
Sampled by: Johnny L. Clinton
Weather Conditions: Clear
Accumulative Yards: 550 Batch Size (cy): 10.00
Placement Method: Direct Discharge
Sample Locations: Sta. 10+25
Placement Location: South bound Creekview
Sta. 0+00 to 11 +1 0
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
Batch Time: 1 :14pm
Supplier: Tiseo Paving
Truck No:
Mix I.D. No.: 2478M
Water Added Onsile Before Test:
Water Added Onsile After Test:
Ticket No: Batch #68
Field Test Data
Test
Slump, inches:
Air Content, %:
Concrete Temperature, of:
Ambient Temperature,oF:
Plastic Unit Weight, pcf:
Result
1.50
4.0
92
98
152.8
Specification
Test Method
ASTM C 143
ASTM C 231
ASTM C 1064
ASTM C 1064
ASTM C138
Laboratorv Test Data
Age at Maximum Compressive
Date Test Load Strength
Tested (days) (Ibs) (psi)
07/21/2008 7 144,000 5,090
08/11/2008 28 165,480 5,850
08/11/2008 28 169,130 5,980
Average (28 Days) 5,920
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
Report Distribution:
(1) City of Coppell TX
(1) Tiseo Paving Company
Reviewed by:
TerraconRep: Johnny L. Clinton
Eric J. 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 at the locatlon(s) referenced and are not necessarily Indicative of the properties of other apparently similar or Identical
materials.
Page 5 of 5
DI-MW8/R01.f'tAlIe Key
CONCRETE COMPRESSIVE STRENGTH TEST
Report Number: 94081124.0055
Service Date: July 11, 2008
.lrerracon
8901 Carpenter Frwy, Ste #100
Dallas, Texas 75247
(214) 630-1010
Batch Time: 7:22am Plant: On-Site
Supplier: Tiseo Paving Co.
Truck No: Ticket No: Batch 3
Mix 1.0. No.: 2478M
Water Added Onsite Before Test: o Gallons
Water Added Onsite After Test: 0 Gallons
Report Date: August 12, 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 11, 2008 Time: 7:30am
Sampled by: Johnny L. Clinton
Weather Conditions: Clear
Accumulative Yards: 30 Batch Size (cy): 10.00
Placement Method:
Sample Locations: Sta. 45+80
Placement Location: Bethel Road
Sta. 45+50 to Sta. 65+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
2.7
88
91
153.2
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)
07/18/2008 7 146,890 5,190
08/08/2008 28 196,910 6,960
08/08/2008 28 186,350 6,590
Average (28 Days) 6,780
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 location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical
materials.
Page 1 of 12
01-BMSmOl.p...... Key
CONCRETE COMPRESSIVE STRENGTH TEST
Report Number: 94081124.0055
Service Date: July 11, 2008
lrerracan
8901 Carpenter Frwy, Ste#1oo
Dallas, Texas 75247
(214) 630-1 01 0
Batch Time: 7:58am Plant: On-Site
Supplier: Tiseo Paving Co.
Truck No: Ticket No: Batch 13
Mix 1.0. No.: 2478M
Water Added Onsite Before Test: 0 Gallons
Water Added Onsite After Test: 0 Gallons
Report Date: August 12, 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 11, 2008 Time: 8:00am
Sampled by: Johnny L. Clinton
Weather Conditions: Clear .
Accumulative Yards: 130 Batch Size (cy): 10.00
Placement Method:
Sample Locations: Sta.47+25
Placement Location: Bethel Road
Sta. 45+50 to Sta. 65+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
2.00
4.7
90
93
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)
07/18/2008 7 133,810 4,730
08/08/2008 28 173,330 6,130
08/08/2008 28 146,490 5,180
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.
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 location(s) referenced and are not necessarily Indicative of the properties of other apparently similar or Identical
materials.
Page 2 of 12
D1.EIhlSlRO'S-fl&l'eKey
CONCRETE COMPRESSIVE STRENGTH TEST
Report Number: 94081124.0055
Service Date: July 11, 2008
lrerracan
8901 Carpenter Frwy, Ste #100
Dallas, Texas 75247
(214) 630-1010
Specification
Age at Maximum Compressive
Date Test Load Strenp.th
Tested (days) (Ibs) (pSI)
07/18/2008 7 139,010 4,920
08/08/2008 28 149,450 5,290
08/08/2008 28 160,520 5,680
Average (28 Days) 5,490
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: 8:32am Plant: On-Site
Supplier: Tiseo Paving Co.
Truck No: Ticket No: Batch 26
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
2.00
4.0
91
94
151.6
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 12, 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 11, 2008 Time: 8:35am
Sampled by: Johnny L. Clinton
Weather Conditions: Clear
Accumulative Yards: 260 Batch Size (cy): 10.00
Placement Method:
Sample Locations: Sta. 48+75
Placement Location: Bethel Road
Sta. 45+50 to Sta. 65+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 3 of 12
01-8MSlR01-F....n Key
CONCRETE COMPRESSIVE STRENGTH TEST
Report Number: 94081124.0055
Service Date: July 11, 2008
lrerracan
8901 Carpenter Frwy, Ste #100
Dallas, Texas 75247
(214) 630-1010
Batch Time: 9:02am Plant: On-Site
Supplier: Tiseo Paving Co. .
Truck No: Ticket No: Batch 37
Mix I.D. No.: 2478M
Water Added Onsite Before Test: 0 Gallons
Water Added Onsite After Test: 0 Gallons
Report Date:August 12, 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 11, 2008 Time: 9:05am
Sampled by: Johnny L. Clinton
Weather Conditions: Clear
Accumulative Yards: 370 Batch Size (cy): 10.00
Placement Method:
Sample Locations: Sta. 50+00
Placement Location: Bethel Road
Sta. 45+50 to Sta. 65+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
2.9
91
94
154.0
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) (ps!}
07/18/2008 7 126,470 4,470
08/08/2008 28 186,050 6,580
08/08/2008 28 173,070 6,120
Average (28 Days) 6,350
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 test~ 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 4 of 12
D1-8MS1R01~1A.W". KIY
CONCRETE COMPRESSIVE STRENGTH TEST
Report Number: 94081124.0055
Service Date: July 11, 2008
lrerracan
8901 Carpenter Frwy, 8te#100
Dallas, Texas 75247
(214) 630-1010
Specification
Age at Maximum Compressive
Date Test Load Strength
Tested (days) (Ibs) (psi)
07/18/2008 7 130,120 4,600
08/08/2008 28 187,890 6,640
08/08/2008 28 186,570 6,600
Average (28 Days) 6,620
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: Plant: On-Site
Supplier: Tiseo Paving Co.
Truck No: Ticket No: Batch 49
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
3.0
90
94
154.4
Laboratorv Test Data
Set
No.
5
5
5
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 12, 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 11, 2008 Time:
Sampled by: Johnny L. Clinton
Weather Conditions: Clear
Accumulative Yards: 480 Batch Size (cy): 10.00
Placement .Method:
Sample Locations: Sta. 52+00
Placement Location: Bethel Road
Sta. 45+50 to Sta. 65+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 location(s) referenced and are not necessarily indicative of the properties of other apparently similar or Identical
materials.
Page 5 of 12
OI.BMMlOJ..F..... K.V
CONCRETE COMPRESSIVE STRENGTH TEST
Report Number: 94081124.0055
Service Date: July 11, 2008
lrerracon
8901 Carpenter Frwy, Ste #1 00
Dallas, Texas 75247
(214) 630-101 0
Batch Time: 10;29am Plant: On-Site
Supplier: Tiseo Paving Co.
Truck No: Ticket No: Batch 59
Mix 1.0. No.: 2478M
Water Added Onsite Before Test: OGallons
Water Added Onsite After Test: 0 Gallons
Report Date: August 12, 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 11, 2008 Time: 10:40am
Sampled by: JOhnny L. Ciinton
Weather Conditions: Clear
Accumulative Yards: 580 Batch Size (cy): 10.00
Placement Method:
Sample Locations: Sta. 53+00
Placement Location: Bethel Road
Sta. 45+50 to Sta. 65+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
0.75
3.4
91
94
153.2
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)
07/18/2008 7 144,320 5,100
08/08/2008 28 176,950 6,260
08/08/2008 28 158,600 5,610
Average (28 Days) 5,940
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
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 indicallve of the properties of other apparently similar or Identical
materials.
Page 6 of 12
OHlMS/ROI.FlAn Key
CONCRETE COMPRESSIVE STRENGTH TEST
Report Number: 94081124.0055
Service Date: July 11, 2008
lrerracan
8901 Carpenter Frwy, Ste#1oo
Dallas, Texas 75247
(214) 630-1010
Batch Time: 11 :14am Plant: On-Site
Supplier: Tiseo Paving Co.
Truck No: Ticket No: Batch 70
Mix I.D. No.: 2478M
Water Added Onsite Before Test: o Gallons
Water Added Onsite After Test: 0 Gallons
Report Date: August 12, 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 11, 2008 Time: 11:15am
Sampled by: Johnny L. Clinton
Weather Conditions: Clear
Accumulative Yards: 690 Batch Size (cy): 10.00
Placement Method:
Sample Locations: Sta. 54+50
Placement Location: Bethel Road
Sta. 45+50 to Sta. 65+00
Client:
City of Coppell IX
AUn: Rick O'Dell
Engineering Dept
PO Box 9478'
Coppel! 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
3.2
92
95
153.2
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)
07/18/2008 7 147,460 5,210
08/08/2008 28 170,210 6,020
08/08/2008 28 181,000 6,400
Average (28 'Days) 6,210
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
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 localion(s) referenced and are not necessarily Indicative of the properties of other apparently similar or Identical
materials.
Page 7 of 12
D1...eMSlR01.FUin KIY
CONCRETE COMPRESSIVE STRENGTH TEST
Report Number: 94081124.0055
Service Date: July 11, 2008
lrerracon
6901 Carpenter Frwy, Ste #100
Dallas, Texas 75247
(214) 630-1010
Batch Time: 11 :58am Plant: On-Site
Supplier: Tiseo Paving Co.
Truck No: Ticket No: Batch 82
Mix 1.0. No.: 2478M
Water Added Onsite Before Test: o Gallons
Water Added Onsite After Test: 0 Gallons
Report Date: August 12, 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 11, 2008 Time: 12:05pm
Sampled by: Johnny L. Clinton
Weather Conditions: Clear
Accumulative Yards: 810 Batch Size (cy): 10.00
Placement Method:
Sample Locations: Sta. 56+00
Placement Location: Bethel Road
Sta. 45+50 to Sta. 65+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
0.50
2.1
92
96
156.0
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)
07/18/2008 7 146,540 5,180
08/08/2008 28 181,780 6,430
08/08/2008 28 177,290 6,270
Average (28 Days) 6,350
Services - Obtain samples of fresh concrete at the placement locations, perform required field 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 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 6 of 12
01-8~Ol..f,*".KO)'
CONCRETE COMPRESSIVE STRENGTH TEST
Report Number: 94081124.0055
Service Date: July 11, 2008
lrerracon
8901 Carpenter Frwy, Ste #100
Dallas, Texas 75247
(214) 630-1 01 0
Batch Time: 12:34am Plant: On-Site
Supplier: Tiseo Paving Co.
Truck No: Ticket No: Batch 93
Mix 1.0. No.: 2478M
Water Added Onsite Before Test: 0 Gallons
Water Added Onsite After Test: 0 Gallons
Report Date: August 12. 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 11. 2008 Time: 12:40pm
Sampled by: Johnny L. Clinton
Weather Conditions: Clear
Accumulative Yards: 920 Batch Size (cy): 10.00
Placement Method:
Sample Locations: Sta. 58+00
Placement Location: Bethel Road
Sta. 45+50 to Sta. 65+00
Client:
City of Cappell 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.
0.75
3.1
91
96
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)
07/18/2008 7 96,010 3,400
08/08/2008 28 188,130 6,650
08/08/2008 28 176,640 6.250
Average (28 Days) 6,450
Services - Obtain samples of fresh concrete at the placement locations. perform required field tests and cast compressive
strength samples.
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
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 of 12
Ot-BMSlRDI-fw.t KtY
CONCRETE COMPRESSIVE STRENGTH TEST
. Report Number: 94081124.0055
Service Date: July 11, 2008
lrerracon
8901 Carpenter Frwy, Ste #100
Dallas, Texas 75247
(214) 630-1010
Batch Time: 1 :31 pm Plant: On-Site
Supplier: Tiseo Paving Co.
Truck No: Ticket No: Batch 107
Mix 1.0. No.: 2478M
Water Added Onsite Before Test: 0 Gallons
Water Added Onsite After Test: 0 Gallons
Report Date: August 12, 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 11, 2008 Time: 1 :35pm
Sampled by: JOhnny L. Clinton
Weather Conditions: Clear .
Accumulative Yards: 1050/1400 Batch Size (cy): 10.00
Placement Method:
Sample Locations: Sta. 59+75
Placement Location: Bethel Road
Sta. 45+50 to Sta. 65+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
3.2
92
97
154.0
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) . (pstl
07/18/2008 7 147,350 5,210
08/08/2008 28 182,420 6,450
08/08/2008 28 164,720 5,830
Average (28 Days) 6,140
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
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 or the client
indicated above and shall not be reproduced except in full without the written consent or 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 12
01-BMSIR01.f'..." K,y
CONCRETE COMPRESSIVE STRENGTH TEST
Report Number: 94081124.0055
Service Date: July 11, 2008
lrerracon
8901 Carpenter Frwy, Ste #100
Dallas, Texas 75247
(214) 630-1010
Batch Time: 2:13pm Plant: On-Site
Supplier: Tiseo Paving Co.
Truck No: Ticket No: Batch 122
Mix 1.0. No.: 2478M
Water Added Onsite Before Test: o Gallons
Water Added Onsite After Test: 0 Gallons
Report Date: August 12, 2008
Project: Bethel Road I - #ST 99-05
Roadway & Drainage Improvements
City Limit Line to Freeport Parkway
Cappell, TX
Project No.: 94081124
Sample Information
Date Cast: July 11, 2008 Time: 2:20pm
Sampled by: Johnny L. Clinton
Weather Conditions: Clear
Accumulative Yards: 1200/1400 Batch Size (cy): 10.00
Placement Method:
Sample Locations: Sta. 62+00
Placement Location: Bethel Road
Sta. 45+50 to Sta. 65+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
4.0
92
97
153.2
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)
07/18/2008 7 130,840 4,630
08/08/2008 28 160,930 5,690
08/08/2008 28 155,030 5,480
Average (28 Days) 5,590
Services - Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive
strength samples.
Set
No.
11
11
11
Specimen
10
1
2
3
Diameter Area
(inches) (sq. inches)
6.00 28.27
6.00 28.27
6.00 28.27
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 Indlcallve of the properties of other apparently similar or Identical
materials.
Page 11 of12
01.BMS/ROI+fw.o K.~
CONCRETE COMPRESSIVE STRENGTH TEST
Report Number: 94081124.0055
Service Date: July 11, 2008
lrerracon
8901 Carpenter Frwy, Ste #100
Dallas, Texas 75247
(214) 630-1010
Batch Time: 2:52pm Plant: On-Site
Supplier: Tiseo Paving Co.
Truck No: Ticket No: Batch 136
Mix 1.0. No.: 247.8M
Water Added Onsite Before Test: 0 Gallons
Water Added Onsite After Test:. 0 Gallons
Report Date: August 12, 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 11, 2008 Time: 3:00pm
Sampled by: Johnny L. Clinton
Weather Conditions: Clear
Accumulative Yards: 1340 Batch Size (cy): 10.00
Placement Method:
Sample Locations: Sta. 64+00
Placement Location: Bethel Road
Sta. 45+50 to Sta. 65+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
0.75
2.9
92
99
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)
07/18/2008 7 152,100 5,380
08/08/2008 28 191,680 6,780
08/08/2008 28 181,150 6,410
Average (28 Days) 6,600
Services - Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive
strength samples.
Set
No.
12
12
12
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 or Coppell TX
(1) Tiseo Paving Company
Reviewed by:
Terracon Rep: Johnny L. Clinton
Eric J. Cleveland, P.E.
Senior P ~ect 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 120f12.
O1-BMSIROI.FLU. K..,
CONCRETE COMPRESSIVE STRENGTH TEST
Report Number: 94081124.0082
Service Date: August 1, 2008
lrerracan
8901 Carpenter FIWY. Ste #100
Dallas, Texas 75247
(214) 630-1010
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
Report Date: August 12, 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: August 1, 2008 Time: 1 0:30am
Sampled by: Juan Lopez
Weather Conditions: Clear, sunny
Accumulative Yards: 14 Batch Size (cy): 7.00
Placement Method: Direct Discharge/Chute
Sample Locations: Sta. 28+80
Placement Location: Median
Sta. 27+70 to 29+30
Batch Time: Plant: 105
Supplier: Southern Star
Truck No: 3339 Ticket No: 1328690
Mix 1.0. No.: 9339
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:
Result
5.00
3.5
93
94
147.5
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 08/08/2008 7
1 2 08/29/2008 28
1 3 08/29/2008 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)
100,840 3,570
Terracon Rep: Juan Lopez
Report Distribution:
(1) City of Coppell TX
(1) Tiseo Paving Company
Reviewed by:
Eric . C veland. P.E.
Senior Pr' t 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
OI-MWBJROt-Fulure Key