ST9905DR-LR080805 (2)
CONCRETE COMPR~SSIVE STRENGTH TEST
Report Number: 94081124.0048
Service Date: July 3, 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)
07110/2008 7 139,080 4,920
07/31/2008 28 155,150 5,490
07/31/2008 28 183,220 6,480
Average (28 Days) 5,990
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: 9:25am Plant: On-site
Supplier: Taseo Paving
Truck No: Ticket No:
Mix I.D. No.: 2478H
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
2.00
4.5
89
94
153.6
Laboratory Test Data
Set Specimen
No. 10
1 1
1 2
1 3
Diameter Area
(inches) (sq. inches)
6.00 28.27
6.00 28.27
6.00 28.27
Report Date: August 01, 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 3, 2008 Time: 9:30am
Sampled by: Johnny L. Clinton
Weather Conditions: Clear
Accumulative Yards: 30 Batch Size (cy): 10.00
Placement Method: Direct Discharge
Sample Locations: Sta. 1+62
Placement Location: Creekview Drive
Sta. 1+62 to Sta. 11+10
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. :f'
Page 1 of 5
DI-DGR/R(11.FLCI.. KIV
CONCRETE COMPRESSIVE STRENGTH TEST
Report Number: 94081124.0048
Service Date: July 3, 2008
lrerracan
8901 Carpenter Frwy, Ste #100
Dallas, Texas 75247
(214) 630-1010
Batch Time: 10:31am Plant: On-site
Supplier: Taseo Paving
Truck No: Ticket No:
Mix I.D. No.: 2478H
Water Added Onsite Before Test: OGallons
Water Added Onsite After Test: 0 Gallons
Report Date:August 01, 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 3, 2008 Time: 10:40am
Sampled by: Johnny L. Clinton
Weather Conditions: Clear
Accumulative Yards: 139 Batch Size (cy): 10.00
Placement Method: Direct Discharge
Sample Locations: . Sta. 2+40
Placement Location: Creekview Drive
Sta. 1+62 to Sta. 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
Field Test Data
Test
Slump, inches:
Air Content, %:
Concrete Temperature, of:
Ambient Temperature,oF:
Plastic Unit Weight, pcf:
Result
1.50
2.4
90
95
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)
07/10/2008 7 158,200 5,590
07/31/2008 28 183,220 6,480
07/31/2008 28 192,180 6,800
Average (28 Days) 6,640
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
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 2 of 5
Ot.DGRIROt-FUIn Key
CONCRETE COMPRESSIVE STRENGTH TEST
Report Number: 94081124.0048
Service Date: July 3, 2008
lrerracan
8901 Carpenter Frwy, Ste #1 00
Dallas, Texas 75247
(214) 630-1010
Batch Time: 12:07pm Plant: On-site
Supplier: Taseo Paving
Truck No: Ticket No:
Mix I.D. No.: 2478H
Water Added Onsite Before Test: OGallons
Water Added Onsite After Test: 0 Gallons
Report Date: August 01, 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 3,2008 Time: 12:10pm
Sampled by: Johnny L. Clinton
Weather Conditions: Clear
Accumulative Yards: 259 Batch Size (cy): 10.00
Placement Method: Direct Discharge
Sample Locations: Sta. 6+00
Placement Location: Creekview Drive
Sta. 1 +62 to Sta. 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
Field Test Data
Test
Slump, inches:
Air Content, %:
Concrete Temperature, of:
Ambient Temperature,oF:
Plastic Unit Weight, pcf:
Result
3.00
4.5
91
96
146.2
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)
07/10/2008 7 137,110 4,850
07/31/2008 28 155,910 5,510
07/31/2008 28 167,110 5,910
Average (28 Days) 5,710
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 locatlon(s) referenced and are not necessarlly indicative of the properties of other apparentiy similar or Identical
materials.
Page 3 of 5 .
01-oGR1RO'''''we Key
CONCRETE COMPRESSIVE STRENGTH TEST
Report Number: 94081124.0048
Service Date: July 3, 2008
lrerracan
"
8901 Carpenter Frwy, Ste #100
Dallas, Texas 75247
(214) 630-1010
Batch Time: 12:49pm Plant: On-site
Supplier: Taseo Paving
Truck No: Ticket No:
Mix I.D. No.: 2478H
Water Added Onsite Before Test: o Gallons
Water Added Onsite After Test: 0 Gallons
Report Date: August 01, 2008
Project: Bethel Ro.ad I - #ST 99-05
Roadway & Drainage Improvements
City Limit Line to Freeport Parkway
Coppell, TX
Project No.: .94081124
Samnle Information
Date Cast: July 3,2008 Time: 12:55pm
Sampled by: .Johnny L. Clinton
Weather Conditions: Clear
Accumulative Yards: 389 Batch Size (cy): 10.00
Placement Method: Direct Discharge
Sample Locations: Sta. 8+00
Placement Location: Creekview Drive
Sta. 1 +62 to Sta. 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
Field Test Data
Test
Slump, inches:
Air Content, %:
Concrete Temperature, of:
Ambient Temperature,oF:
Plastic Unit Weight, pcf:
Result
1.75
4.2
92
97
146.8
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)
07/10/2008 7 135,970 4,810
07/31/200828 175,800 6,220
07/31/2008 28 177,850 6,290
Average (28 Days) 6,260
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
~.
t
;f:l
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 4 of 5
01-DGRIROI.ftil,wDI<DY
CONCRETE COMPRESSIVE STRENGTH TEST
Report Number: 94081124.0048
Service Date: July 3, 2008
lrerracan
8901 Carpenter Frwy, Ste#100
Dallas, Texas 75247
(214) 630-1 01 0
Batch Time: 1 :50pm Plant: On-site
Supplier: Taseo Paving
Truck No: Ticket No:
Mix I.D. No.: 2478H
Water Added Onsite Before Test: 5 Gallons
Water Added Onsite After Test: 0 Gallons
Report Date: August 01, 2008
Project: Bethel Road I - #ST 99-05
Roadway & Drainage Improvements
City Limit Line to Freeport Parkway
Coppell, TX
Project No.: 94081124
SamfJle Information
Date Cast: July 3, 2008 Time: 1 :55pm
Sampled by: Johnny L. Clinton
Weather Conditions: Clear
Accumulative Yards: 499 Batch Size (cy): 10.00
Placement Method: Direct Discharge
Sample Locations: Sta. 9+70
Placement Location: Creekview Drive
Sta. 1+62 'to Sta. 11+10
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
Field Test Data
Test
Slump, inches:
Air Content, %:
Concrete Temperature, of:
Ambient Temperature, of:
Plastic Unit Weight, pef:
Result
3.50
5.8
92
98
145.2
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)
07/10/2008 7 112,180 3,970
07/31/2008 28 138,840 4,910
07/31/2008 28 142,530 5,040
Average (28 Days) 4,980
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
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
Er 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 5 of 5
. D1-OG~1..ftA1. Key
. CONCRETE COMPRESSIVE STRENGTH TEST
Report Number:. 94081124.0073
Service Date: July 23, 2008
lrerracon
8901 Carpenter Frwy, Ste #100
Dallas, Texas 75247
(214) 630-1010
o Gallons
o Gallons
Report Date: August 01, 2008
Project: Bethel Road J - #ST 99-05
Roadway & Drainage Improvements
City Limit Line to Freeport Parkway
Coppell, TX
Project No.: 94081124
Sample "Information
Date Cast: July 23.2008 Time: 8:16am
Sampled by: Johnny L. Clinton
Weather Conditions: Clear
Accumulative Yards: 90 Batch Size (cy): 10.00
Placement Method: Direct Discharge
Sample Locations: E bound turn lane into W entrance of 700
Bethel
Placement Location: E bound turn lane into the W entrance of 800
& 700 Bethel; E bound turn & deceleration
lanes at Freeport; W bound turn lane into
Minyards Food
Client:
City of Coppell TX
AUn: Rick O'Dell
Engineering Dept
PO Box 9478
Coppell TX 75019
Material Information
Specified Strength: 3600 psi @ 28 Days
Batch Time: 8:10am
Supplier: Tiseo Paving
Truck No:
Mix I.D. No.: 2478M
Water Added Onsite Before Test:
Water Added Onsite After Test:
Ticket No:
Field Test Data
Test
Slump, inches:
Air Content, %:
Concrete Temperature, OF:
Ambient Temperature, of:
Plastic Unit Weight, pet:
Result
1.00
3.2
94
93
151.6
Specification
Test Method
ASTM C143
ASTM C231
ASTM C1064
ASTM C1064
ASTM C138
Laboratory Test Data
Age at
Set Specimen Diameter Area Date Test
No. JD (inches) (sq. inches) Tested (days)
1 1 6.00 28.27 07/30/2008 7
1 2 08/20/2008 28
1 3 08/20/2008 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)
154,200 5,450
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 1 of2
atoMW8IRD1-1'uwr. Key
CONCRETE COMPRESSIVE STRENGTH TEST
Report Numbe.r: 94081124.0073
Service Date: July 23, 2008
lrerracon
8901 Carpenter Frwy, Ste #100
Dallas, Texas 75247
(214) 630-1010
o Gallons
o Gallons
Report Date: August 01, 2008
Project: Bethel Road I - #ST 99-05
Roadway & Drainage Improvements
City Limit Line to Freeport Parkway
Coppell, TX
Project No.: 94081124
Sample "Information
Date Cast: October 2, 2008 Time: 1 0:30am
Sampled by: Johnny L. Clinton
Weather Conditions: CXlear
Accumulative Yards: 200
Placement Method: Direct Discharge
Sample Locations: E bound turn lane at Freeport
Placement Location: E bound turn lane into the W entrance of 800
& 700 Bethel; E bound turn & deceleration
lanes at Freeport; W bound turn lane into
Minyards Food
Client:
City of Coppell TX
AUn: Rick O'Dell
Engineering Dept
PO Box 9478
Coppell TX 75019
Material Information
Specified Strength: 3600 psi @ 28 Days
Batch Time: 10:08am
Supplier: Tiseo Paving
Truck No:
Mix I.D. No.: 2478M
Water Added Onsite Before Test:
Water Added Onsite After Test:
Ticket No:
Field Test Data
Test
Slump, inches:
Air Content, %:
Concrete Temperature, of:
Ambient Temperature, of:
Plastic Unit Weight, pcf:
Result
3.1
97
96
152
Clear
Specification
Test Method
ASTM C143
ASTM C231
ASTM C1064
ASTM C1064
ASTM C138
Laboratorv Test Data
Age at
Set Specimen Diameter Area Date Test
No. ID (inches) (sq. inches) Tested (days)
2 1 6.00 28.27 07/30/2008 7
2 2 08/20/2008 28
2 3 08/20/2008 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)
150,470 5,320
Terracon Rep: Johnny L. Clinton
Report Distribution:
(1) City of Coppell TX
(1) Tiseo Paving Company
Reviewed by:
Eric (I. 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 location(s) referenced and are not necessarily Indicative of the properties of other apparently similar or identical
materials.
Page 2 of 2
Ot-MWBIROI~.KlIY