ST0003-LR090122FIELD DENSITY TEST REPORT
Report Number: 94081 163.0036
Service Date: 01/08/09
Report Date: 01/22/09
Irerracon
8901 Carpenter Frwy, Ste 100
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 ( %)
(pcf)
( %)
( %)
1 94081 163.0003 Reddish brown sandy clay
ASTM D698 12.6
116.0
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)
( %)
Line B
62 Sta. 16+50,48" S side
Final 1
6 128.7 17.0
15.2
111.7
96
63 Sta. 16 +50, 48" S side
1' bfg 1
6 129.5 17.0
15.1
112.5
97
64 Sta. 16 +50, 48" S side
2 bfg 1
6 128.9 18.2
16.4
110.7
95
Datum: bfg = below final grade Gauge ID: 1614
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 compactim and material moisture
condition.
Terracon Rep.: Jason W. Humphrey Started: 0800
Reported To: Brandon -North Texas Contractor Finished: 1000
Contractor: Tiseo
Report Distribution:
(1) City of Coppell T\ (1) Huitl Zollars luo Reviewed B y :
( I ) 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
CONCRETE COMPRESSIVE STRENGTH TEST REPORT
"Irerracon
Report Number: 94081 163.0037
Date
No. ID
(in)
Service Date: 01/09/09
Received
8901 Carpenter Frwy, Ste 100
Report Date: 01/22/09
28.27
Dallas, TX 75247
1 2
6.00
214 -630 -1010
Client
Project
6.00
City of Coppell TX
Coppell Road - #ST00 -03
1 4
Attn: Albert Samaniego
Sandy Lake Road to
01/10/09
Engineering Dept
Cooper Lane
28
PO Box 9478
Coppell, TX
Coppell, TX 75019
Project Number: 94081163
Material Information
Sample Information
Specified Strength: 4000 psi @ 28 days
Mix ID: 2501M
Supplier: TISEO Paving
Batch Time: 0917 Plant: N/A
Truck No.: 163 Ticket No.: N/A
Sample Date:
Sampled By:
Weather Conditions:
Accumulative Yards:
Placement Method:
Water Added Before (gal):
Water Added After (gal):
Sample Location:
Placement Location:
Field Test Data
Test
Slump (in):
Air Content
Concrete Temp. (F):
Ainbient Teinp. (F):
Plastic Unit Wt. (pcf):
Result
2 1/2
3.5
73
71
154.4
Specification
Laboratory Test Data
Set Specimen
Diameter
Area
Date
No. ID
(in)
(sq in)
Received
1 1
6.00
28.27
01/10/09
1 2
6.00
28.27
01/10/09
1 3
6.00
28.27
01/10/09
1 4
6.00
28.27
01/10/09
01/09/09 Sample Time: 0940
Louis J. DeRossi
Partly Sunny
20 Batch Size (ey): 10
Direct Discharge
0
0
Sta. 18 +80
Coppell Rd, northbound @ Sta. 18 +00
to Sta. 31 +25
Age at Maximum Compressive
Date
Test
Load
Strength
Fracture
Tested
(days)
(lbs)
(psi)
Type
01/12/09
3
80,620
2,850
6
01/16/09
7
135,350
4,790
2
02/06/09
28
02/06/09
28
Comments:
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: 0800
Reported To:
Contractor: Tiseo
Report Distribution:
(1) Cily u1' Coppell IN
(1) Tiseo Paving Congnmy
(1) Hluitl Zollars Inc
Finished: 1800
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 3
CONCRETE COMPRESSIVE STRENGTH TEST REPORT
Irerracon
Supplier:
TISEO Paving
Report Number: 94081 163.0037
1 131 Plant: N/A
Truck No.:
166 Ticket No.: N/A
Ambient Temp. (F):
78
2
1
6.00
28.27
01/10/09
Service Date: 01/09/09
2
8901 Carpenter Frwy, Ste 100
Report Date: 01/22/09
01/10/09
Dallas, TX 75247
3
6.00
214- 630 -1010
Client
Project
4
City of Coppell TX
Coppell Road - #ST00 -03
01/10/09
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
Mix ID:
2501M
Supplier:
TISEO Paving
Batch Time:
1 131 Plant: N/A
Truck No.:
166 Ticket No.: N/A
Field Test Data
Test
Result
Slump (in):
3
Air Content ( %):
4.1
Concrete Temp. (F):
75
Ambient Temp. (F):
78
Plastic Unit Wt. (pef): 153.2
Laboratory Test Data
Specification
Set
Specimen
Diameter
Area
Date
No.
ID
(in)
(sq in)
Received
2
1
6.00
28.27
01/10/09
2
2
6.00
28.27
01/10/09
2
3
6.00
28.27
01/10/09
2
4
6.00
28.27
01/10/09
(1) Huitt Zollirs Inc
Comments:
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: 0800
Reported To:
Contractor: Tiseo
Report Distribution:
(1) city of Coppell l'X
(I) - risco Pavin, Comlcmy
Test Methods:
Sample Date:
Sampled By:
Weather Conditions:
Accumulative Yards:
Placement Method:
Water Added Before (gal):
Water Added After (gal):
Sample Location:
Placement Location:
01/09/09 Sample Time: 1200
Louis J. DeRossi
Sunny
230 Batch Size (cy): 10
Direct Discharge
0
0
Sta. 25 +40
Coppell Rd, northbound @ Sta. 18 +00
to Sta. 31 +25
Age at Maximum Compressive
Date
Test
Load
Strength
Fracture
Tested
(days)
(lbs)
(psi)
Type
01/12/09
3
78,420
2,770
6
01/16/09
7
110,590
3,910
3
02/06/09
28
02/06/09
28
Finished: 1800
ASTM C 31, ASTM 09, 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 3
CONCRETE COMPRESSIVE STRENGTH TEST REPORT
Specimen
Diameter
Report Number: 94081 163.0037
Date
No.
ID
_.
(sq in)
Received
Service Date: 01/09/09
1
8901 Carpenter Frwy, Ste 100
Report Date: 01/22/09
01/10/09
Dallas, TX 75247
2
4.00
214 -630 -1010
Client
Project
3
City of Coppell TX
Coppell Road - #ST00 -03
01/10/09
Attn: Albert Samaniego
Sandy Lake Road to
4.00
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
Mix ID: 2501M
Supplier: TISEO Paving
Batch Time: 1328 Plant: N/A
Truck No.: 163 Ticket No.: N/A
Sample Date:
Sampled By:
Weather Conditions:
Accumulative Yards:
Placement Method:
Water Added Before (gal)
Water Added After (gal):
Sample Location:
Placement Location:
01/09/09 Sample Time: 1400
Louis J. DeRossi
Sunny
380 Batch Size (cy): 10
Direct Discharge
0
0
Sta. 31 +00
Coppell Rd, northbound @ Sta. 18 +00
to Sta. 31 +25
Field Test Data
Test
Slump (in):
Air Content
Concrete Temp. (F):
Ambient Temp. (F):
Plastic Unit Wt. (pef):
Result
3 1/2
4.2
75
80
152.8
Specification
Laboratory Test Data
Set
Specimen
Diameter
Area
Date
No.
ID
(in)
(sq in)
Received
3
1
4.00
12.57
01/10/09
3
2
4.00
12.57
01/10/09
3
3
4.00
12.57
01/10/09
3
4
4.00
12.57
01/10/09
Age at Maximum Compressive
Date
Test
Load
Strength
Fracture
Tested
(days)
(lbs)
(psi)
Type
01/14/09
5
42,040
3,350
6
01/16/09
7
48,140
3,830
2
02/06/09 28
02/06/09 28
Comments:
Samples Made (3y: 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: 0800
Reported To: Finished: 1800
Contractor: Tiseo
Report Distribution:
(1) City nrCuppell Tx (1) Huill Zollars Inc Reviewed By:
(1) Tisen 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 3 of 3
Senior Project Engineer