ST0003-LR090225 (2)CONCRETE COMPRESSIVE STRENGTH TEST REPORT
Report Number: 94081 163.0060 Irerracon
Service Date: 02/17/09 8901 Carpenter Frwy, Ste 100
Report Date: 02/25/09 Dallas, TX 75247
214- 630 -1010
Client Project
City of Coppell TX
Coppell Road - #ST00 -03
Attn: Albert Samaniego
Sandy Lake Road to
Engineering Dept
Cooper Lane
PO Box 9478
Maximum
Coppell, TX
Coppell, TX 75019
Area
Project Number:. 94081163
Date
Material Information
Load
Sample Information
Fracture
Specified Strength: 4,000
psi @ 28 days
Sample Date:
02/17/09 Sample Time: 1210
(days)
(lbs)
Sampled By:
Louis J. DeRossi
Mix ID: 2501 H
28.27
Weather Conditions:
Overcast
Supplier: Tiseo Paving
98,640
Accumulative Yards:
47 Batch Size (cy): 10
Batch Time: 113 I
Plant:
Placement Method:
Direct Discharge
Truck No.: 65
Ticket No.:
Water Added Before (gal):
0
Field Test Data
28.27
Water Added After (gal):
0
28
Sample Location:
Sta. 19 +60
Test Result Specification
Placement Location:
Coppell Rd, NB, inside lane @ Sta.
Slump (in):
4 1/2 3 -5
18 +60 to Sta. 28 +80
Air Content (' %t):
4.1 3 -6
Concrete Temp. (F):
68
Ambient Temp. (F):
60
Plastic Unit Wt. (pcf):
Laboratory Test Data
Age at
Maximum
Compressive
Set Specimen Diameter
Area
Date
Date
Test
Load
Strength
Fracture
No. ID (in)
(sq in)
Received
Tested
(days)
(lbs)
(psi)
Type
1 1 6.00
28.27
02/18/09
02/20/09
3
98,640
3,490
6
1 2 6.00
28.27
02/18/09
02/24/09
7
113,220
4,000
4
1 3 6.00
28.27
02/18/09
03/17/09
28
1 4 6.00
28.27
02/18/09
03/17/09
28
Comments: Not tested for plastic unit weight.
Samples Made By: Terracon
Services: Obtain samples of fresh concrete at the placement locations perform required field tests and cast compressive strength
samples.
Terracon Rep.: Louis J. DeRossi Started: 0900•
Reported To:
Contractor: Tiseo
Report Distribution:
(I) city oi' Coppell 'rx
(1) Tiseo Paving Compmiy
(1) Huitt Zollars Inc
Finished: 1730
Test Methods: ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064, ASTM C1231
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 2
CONCRETE COMPRESSIVE STRENGTH TEST REPORT "Irerracon
Report Number: 9408116J.0060
Service Date: 02/17/09 8901 Carpenter Frwy, Ste 100
Report Date: 02/25/09. Dallas, TX 75247
214- 630 -1010
Client Project
City of Coppell TX
Coppell Road - #ST00 -03
Attn: Albert Samaniego
Sandy Lake Road to
Engineering Dept
Cooper Lane
PO Box 9478
Coppell, TX
Coppell, TX 75019
Project Number: 94081163
Material Information
Sample Information
Specified Strength: 4,000 psi a 28 days
Mix 1D: 2501H
Supplier: Tiseo Paving
Batch Time: 1409
Truck No.:_ 164
Field Test Data
Test
Slump (in):
Air Content (' %o):
Concrete Temp. (F):
Ambient Temp. (F):
Plant:
Ticket No.:
Result Specification
5 3 -5
4.3 3 -6
70
66
Plastic Unit Wt. (pef): 146.4
Laboratory Test Data
Set
Specimen
Diameter
Area
Date
No.
I D
(in)
(sq in)
Received
2
1
6.00
28.27
02/18/09
2
2
6.00
28.27
02/18/09
2
3
6.00
28.27
02/18/09
2
4
6.00
28.27
02/18/09
(I) Huitt Zollars Inc
Compressive
Strength Fracture
(psi) Type
3,620 5
4,360 5
Comments:
Samples Made By: Terracon
Services: Obtain samples of fresh concrete at the placement locationq perform required field tests and cast compressive strength
samples.
Terracon Rep.: Louis J. DeRossi Started: 0900
Reported To:
Contractor: Tiseo
Report Distribution:
(1) City ol'Coppcll TX
(1) Tisco Paving Company
Test Methods:
Sample Date:
Sampled By:
Weather Conditions:
Accumulative Yards:
Placement Method:
Water Added Before (gal)
Water Added After (gal):
Sample Location:
Placement Location:
02/17/09 Sample Time: 1430
Louis J. DeRossi
Overcast
187 Batch Size (cy): 10
Direct Discharge
0
Sta. 25 +50
Coppell Rd, NB, inside lane cr Sta.
18 +60 to Sta. 28 +80
Age at Maximum
Date
Test
Load
Tested
(days)
(lbs)
02/20/09
3
102,300
02/24/09
7
123,150
03/17/09
28
03/17/09
28
Finished: 1730
Reviewed By:
ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064, ASTM C1231
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
CONCRETE COMPRESSIVE STRENGTH TEST REPORT
Report Number: 94081 163.0062 Irerracon
Service Date: 02/17/09 8901 Carpenter Frwy, Ste 100.
Report Date: 02/25/09 Dallas, TX 75247
214- 630 -1010
Client Project
City of Coppell TX Coppell Road - #ST00 -03
Attn: Albert Samaniego Sandy Lake Road to
Engineering Dept Cooper Lane
PO Box 9478 Coppell, TX
Coppell, TX 75019 Project Number: 94081163
Material Information Sample Information
Specified Strength:
4,000 psi @ 28
days
Sample Date:
02/17/09 Sample Time: 1400
Maximum
Compressive
Sampled By:
Louis J. DeRossi
Mix ID: 8274
Date
Test
Weather Conditions:
Overcast
Supplier: TXI
No. ID (in)
(sq in)
Accumulative Yards:
30 Batch Size (cy): 10
Batch Time: 1253
Plant:
141
Placement Method:
Direct Discharge
Truck No.: 8028
Ticket No.:
827823
Water Added Before (gal):
5
Field Test Data
5
1 2 6.00
Water Added After (gal):
0
02/24/09
7
117,690
Sample Location:
See Placement Location
Test
Result
Specification
Placement Location:
WB Approach @ Sta. 10 +68.23, School
Slump (in):
4 1/2
3 -5
1 4 6.00
Drive
Air Content (' %o):
4.4
3 -6
Concrete Temp. (F):
75
Ambient Temp. (F):
65
Plastic Unit Wt. (pef):
146.0
Laboratory Test Data
. Age at
Maximum
Compressive
Set Specimen Diameter
Area
Date
Date
Test
Load
Strength
Fracture
No. ID (in)
(sq in)
Received
Tested
(days)
(lbs)
(psi)
Type
1 1 6.00
28.27
02/18/09
02/20/09
3
89,420
3,160
5
1 2 6.00
28.27
02/18/09
02/24/09
7
117,690
4,160
5
1 3 6.00
28.27
02/18/09
03/17/09
28
1 4 6.00
28.27
02/18/09
03/17/09
28
Comments:
Samples Made By: Terracon
Services: Obtain samples of fresh concrete at the placement locationq perform required field tests and cast compressive
samples. / A &V
Terracon Rep.: Louis J. DeRossi /
Reported To:
Contractor: Tiseo
Report Distribution:
(1) Ciiy of Coppell TX
(I) Tiseo Paving Company
(1) Hui11 Whirs Inc
Reviewed By:
Senior Project Manager
Test Methods:
ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064, ASTM C1231
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 I