ST0003-LR090130CONCRETE COMPRESSIVE STRENGTH TEST REPORT
Report Number: 94081 163.0040 Ireirracon
Service Date: 01/19/09 8901 Carpenter Frwy, Ste 100
Report Date: 01/30/09 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: 3600 psi @ 28 days
Mix ID:
9339
Supplier:
Southern Star Concrete
Batch Time:
1330 Plant: I 1 1
True[( No.:
9027 Ticket No.: 0144.0687
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 ("o):
Concrete Temp. (F):
Ambient Temp. (F):
Plastic Unit Wt. (pef):
Result
5
5.6
72
64
144.6
Specification
Laboratory Test Data
Set Specimen Diameter
Area
Date
No. ID (in)
(sq in)
Received
1 1 6.00
28.27
01/20/09
1 2 6.00
28.27
01/20/09
1 3 6.00
28.27
01/20/09
01/19/09 Sample Time: 1437
Juan Lopez
Sunny, mild winds
7 Batch Size (ey): 7
Direct Discharge
0
0
Inlet approach @ Sta. 0 +12
Inlet approach @ Sta. 0 +12.68; Inlet
walls @ Sta. 0 +14.45
Age at Maximum Compressive
Date
Test Load Strength Fracture
Tested
(days) (lbs) (psi) Type
01/26/09
7 90,790 3,210 2
02/16/09
28
02/16/09
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.: Juan Lopez Started: 1330
Reported To:
Contractor: Tiseo
Report Distribution:
(1) City of Coppell 1'x
(I) Tiseo Paving Cumpnny
(1) Huitt Zollars Inc
Finished: 1530
Reviewed By:
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.
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Senior Project Engineer
CONCRETE COMPRESSIVE STRENGTH TEST REPORT
Report Number: 94081 163.0044
Service Date: 01/21/09
Report Date: 01/30/09
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 Sample Information
Specified Strength: 4000 psi @ 28 days
Mix ID: 8274
Supplier: TX1
Batch Time: 1033 Plant: 141
Truck No.: 1070 Ticket No.: 815324
Field Test Data
• Test
Result Specification
Slump (in):
41/4
Air Content
5.2
Concrete Temp. (F):
78
Ambient Temp. (F):
62
Plastic Unit Wt. (pef): 146.0
Sample Date:
Sampled By:
Weather Conditions:
Accumulative Yards:
Placement Method:
Water Added Before (gal):
Water Added After (gal):
Sample Location:
Placement Location:
01/21/09 Sample Time: 1 130
Ashton L. Varnell
Clear, light winds
10 Batch Size (cy): 10
Direct Discharge
10
0
Driveway, 404 Coppell
Pavement, driveway @ 404 Coppell and
curb, 15' each way from inlet@ 406
Coppell
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
01/22/09.
01/28/09
7
126,790
4,480 2
1 2 6.00
28.27
01/22/09
02/18/09
28
1 3 6.00
28.27
01/22/09
02/18/09
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.: Ashton L. Varnell
Reported To:
Contractor: Tiseo
Report Distribution:
(1) City of Coppel [Tx
(I) Tisco Pavin, Comp my
Test Methods:
(1) Huitt Zollnrs Inc
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.
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Senior Project Manager
FIELD DENSITY TEST REPORT
Irerracon
Report Number: 94081163.0045
Service Date: 01/21/09
8901 Carpenter
Frwy, Ste 100
Report Date: 01/30/09
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 163.0007 Tan and gray sandy silty clay
ASTM D698 14.1 116.1
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) (pef) (pcf) ( %)
(pcf)
( %)
42" Storm Line
65 15'N of S entrance to school Final 1
6 133.3 18.5 16.1
114.8
99
36" Storm Line
66 15' S of S entrance to school Final 1
6 132.1 16.7 14.5
115.4
99
Gauge ID: 31787
Comments: Test results on this report meet project requirements as noted above.
Services:
Terracon Rep.: Bradley W. Hatch Started: 1030
Reported To: Brandon -NTC Finished: 1200
Contractor: Tiseo
Report Distribution:
(1) City or Coppell 'I'x (1) Huill Whirs lnc Reviewed By:
(1) risen I'aviup 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.
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