ST0003-LR090107CONCRETE COMPRESSIVE STRENGTH TEST REPORT
Report Number: 94081 163.0030
Service Date: 12/24/08
Report Date:. 01/07/09
Client
Project
"Ireirracon
8901 Carpenter Frwy, Ste 100
Dallas, TX 75247
214 - 630 -1010
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: 4000 psi @ 28 days
Sample Date:
Sampled By:
Weather Conditions:
Accumulative Yards:
Placement Method:
Water Added Before (gal):
Water Added After (gal):
Sample Location:
Placement Location:
12/24/08 Sample Time: 1000
Louis J. DeRossi
Sunny
100 Batch Size (ey): 10
Conveyor
0
0
See Placement Location
Approach @ Sta. 10 +80
Mix ID: 2501h
Supplier: Tiseo Paving Co
Batch Time: 0851 Plant: N/A
Truck No.: N/A Ticket No.: N/A
Field Test Data
Test
Result
Slump (in):
6 1/2
Air Content (' %p):
4.5
Concrete Temp. (F):
65
Ambient Temp. (F):
55
Specification
3 -5
3 -6
Plastic Unit Wt. (pcf): 148.0
Laboratory Test Data
Set Specimen Diameter Area Date
No. ID (in) (sq in) Received
I 1 6.00 28.27 12/26/08
2 6.00 28.27 12/26/08
3 6.00 28.27 12/26/08
Age at
Maximum
Compressive
Date Test
Load
Strength Fracture
Tested (days)
(lbs)
(psi) Type
12/31/08 7
114,520
4,050 5
01/21/09 28
01/21/09 28
Comments:
Samples Made Lay: 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
Reported To:
Contractor: Tiseo
Report Distribution:
(1) City or coppull 'rx (1) Huitt Zollars Inc
(1) Tiseo Paving Company
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 I of 2
CONCRETE COMPRESSIVE STRENGTH TEST REPORT
EM
Report Number: 94081 163.0030 ooerracon
Service Date: 12/24/08 8901 Carpenter Frwy, Ste 100
Report Date: 01/07/09 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 750.19 Project Number: 94081163
Material Information Sample Information
Specified Strength: 4000 psi @ 28 days
Mix ID: 2501h
Supplier: Tiseo Paving Co
Batch Time: 1032 Plant: N/A
Truck No.: N/A Ticket No.: N/A
Field Test Data
Test
Result
Slump (in):
5
Air Content (` %o):
4.5
Concrete Temp. (F):
67
Ambient Temp. (P):
57
Specification
3 -5
3 -6
Plastic Unit Wt. (pcf): 148.0
Laboratory Test Data
Set Specimen Diameter Area Date
No. ID (in) (sq in) Received
2 1 6.00 28.27 12/26/08
2 ? 6.00 28.27 12/26/08
2 3 6.00 28.27 12/26/08
Sample Date:
12/24/08 Sample Time: 1145
Sampled By:
Louis J. DeRossi
Weather Conditions:
Sunny
Accumulative Yards:
170 Batch Size (ey): 10
Placement Method:
12/31/08 7
Water Added Before (gal):
0
Water Added After (gal):
0
Sample Location:
See Placement Location
Placement Location:
Approach @ Sta. 17 +25
Age at
Maximum
Compressive
Date Test
Load
Strength Fracture
Tested (days)
(lbs)
(psi) Type
12/31/08 7
133,780
4,730 4
01/21/09 28
01/21/09 28
Comments:
Samples Made By: Terracon
Services: Obtain samples of flesh concrete at the placement locations, perform required field tests and cast compressive strength
samples.
Terracon Rep.: Louis J. DeRossi
Reported To:
Contractor: Tiseo
Report Distribution:
(1) City nr Cnppcll TX (1) Huill Zollnrs Inc Reviewed By:
(1) Tiseo 1 Company ri . Cleveland, P.E.
Senior Project Engineer
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 2 of 2
LABORATORY COMPACTION CHARACTERISTICS OF SOIL am 00
Report Number: 94081163.0033 Herracon
Service Date: 12/29/08 8901 Carpenter Frwy, Ste 100
Report Date: 01/07/09 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
Source of Material: Treated on site
Proposed Use: Paving subgrade
Laboratory Test Data
Test Procedure: ASTM D698
Test Method: Method A
Sample Preparation: Wet
Rammer Type: Mechanical
Maximum Dry Unit Weight (pcf): 105.6
Optimum Water Content ( %): 19.6
108
107
Q 106
a+ 105
p� 104
N 103
102
101
5 100
99
p 98
97
Sample Information
Sample Date: 12/29/09
Sampled By: Armando Rendon
Sample Location: Coppell Road, Sta. 21 +00
Sample Description: Tan sandy clay (lime treated)
Result
Liquid Limit: 36
Plastic Limit: 29
Plasticity Index: 7
In -Place Moisture ( %):
Specifications
USCS:
Zero Air Voids for Assumed Specific Gravity
2.65
- J- -.-t .
12 13 14 15 16 17 18 19 20 21 22 23 24 25
Water Content ( %)
Comments:
Services: Moisture - Density Relations
Terracon Rep: Armando Rendon
Reported To:
Contractor: Tiseo
Report Distribution:
(I ) City or Coppcll 'I :\ (I) Fluitt Zollars Inc
(I) "risco Pavin Company
Reviewed By:
Eri eveland, P.E.
Senior oject Engineer
Test Methods: ASTM D698, ASTM D4318
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
FIELD DENSITY TEST REPORT
EM MM
Report Number: 94081 163.0035
Service Date: 01/02/09
8901 Carpenter
Frwy, Ste 100
Report Date: 01/07/09
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
Lab Test Data
Project Requirements
Optimum Max. Lab
Water Dry Unit
Water
Minimum
Mat. Proctor
Laboratory Content Weight
Content
Compaction
No. Ref. No.' Classification and Description
Test Method ( %) (pef)
( %)
( %)
1 94081 163.0033 Tan sandy clay (lime treated)
ASTM D698 19.6 105.6
0/ +4
95
Field Test Data
Probe Wet Water Water
Dry Unit
Percent
Test
Lift / Mat.
Depth Density Content Content
Weight
Compaction
No. Test Location
Elev. No.
(in) (pcf) (pef) ( %)
(pcf)
( %)
Paving, Coppell Road
56 Sta. 18 +00
Final 1
6 126.1 21.4 20.4
104.7
99
57 Sta. 21 -4-00
Final 1
6 126.0 20.8 19.8
105.2
100
58 S1a.24 +00
Final 1
6 125.5 21.0 20.1
104.5
99
59 Sta. 26-F00
Final 1
6 126.2 20.7 19.6
105.5
100
60 Sta. 28-1-00
Final 1
6 126.4 22.1 21.2
104.3
99
61 Sta. 31 +00
Final 1
6 126.1 21.5 20.6
104.6
99
Gauge 1D: 35366
Comments: Test results on this report meet project requirements as noted above.
Services: Perform in -place density and moisture content tests to determine degree of compactbn and material moisture
condition.
Terracon Rep.: Armando Rendon
Reported To: Contractor
Contractor: Tiseo
Report Distribution:
(1) Cily 01' Coppell Tx (1) Huill Zollars Inc Reviewed By:
(1) Tiseo Paving Company
Test Methods: ASTM D6938
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 I of I
Senior Project Engineer