Sample Record for 2016-08-14-1
Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project Information
Project ID: 210251 DEA: 072W6904 EFIS: 0713000439
QA Service Level: 1
DIST-CO-RTE-PM: 07-LA-5-Various
Work Description: TREAT BRIDGE DECK WITH METHACRYLATE AND REPLACE JOINT SEALS.
Location Description: LOS ANGELES COUNTY AT VARIOUS LOCATIONS
Contractor Name: Autobahn Construction, Inc.
Contractor Address: 933 N Batavia Street, Orange, CA 92867
Resident Engineer: Samy Ragy Structure Rep.: Mark Amorsolo
Sample Information
DIME Sample ID: 2016-08-14-1
TL Number from the TL Form: 923-786
Sample Submitted By Organization: CT D08 - Fontana Southern Regional Laboratory
Sample Organization Contact: 213-792-4794
Type of Sample: Quality Assurance
Type of Material: Concrete
Sample Taken Date: 08/14/2016
Date that the sample was received by the laboratory/organization performing the testing: 08/16/2016
The quantity of what the sample constitutes: 4
A brief description of the sample: Concrete Cyl
From where was the sample collected: Job Site
Laboratory sample identification: 923-786
Structure unique identifier: Unknown
Structure name: Unknown
The fabricator/manufacturer/facility name: SLC Anaheim
Material Information
The concrete mix design number: CTS-72-EHI
The truck number from where the sample was collected: 10
The batch plant ticket number from where the sample was collected: 47236
Concrete batch plant: Unknown
The fabricator/manufacturer designation for the sample: Unknown
A detailed description of where the material sample was collected: SITE
Where the material sample would have been placed if not sampled: SB at Allen from abut 1 to approx midspan
From Lot No.: Unknown
Bag Lot No.: Unknown
Test Results
Test 1 of 2
DIME Test ID: 2016-08-14-1-1
Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 08/17/2016
Date Tested: 08/17/2016
Submitted By Organization: CT D08 - Fontana Southern Regional Laboratory
Organization Address: 13970 Victoria Street,
Organization City: Fontana
Organization State: CA
Organization Zipcode: 92336
Organization Email: jose.guzman@dot.ca.gov
Organization Phone: 9098293029
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
|
Unit system used?
|
US Units
|
|
Number of specimens
|
2
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|
Test performed
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With no density determined
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|
Capped in accordance with?
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ASTM C617/CTM521
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Average diameter of cylinder 1
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5.96 in
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Average diameter of cylinder 2
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5.99 in
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Cross sectional area of cylinder 1
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27.9 in^2
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Cross sectional area of cylinder 2
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28.18 in^2
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Compressive strength (to nearest 10 psi)
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7080 psi
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Maximum load on cylinder 1
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197020 lb
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Maximum load on cylinder 2
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199760 lb
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Compressive strength of cylinder 1
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7061.6 psi
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Type of fracture pattern of cylinder 1
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3
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Compressive strength of cylinder 2
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7088.7 psi
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Type of fracture pattern of cylinder 2
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3
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Comment on any defect in either specimen or caps (Max 250 Characters)
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no data
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Correction factor for cylinder 1
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1
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Correction factor for cylinder 2
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no data
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Age of specimen
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3 days
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Age of specimen in hours
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no data
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Test 2 of 2
DIME Test ID: 2016-08-14-1-2
Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 09/12/2016
Date Tested: 09/11/2016
Submitted By Organization: CT D08 - Fontana Southern Regional Laboratory
Organization Address: 13970 Victoria Street,
Organization City: Fontana
Organization State: CA
Organization Zipcode: 92336
Organization Email: jose.guzman@dot.ca.gov
Organization Phone: 9098293029
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
|
Unit system used?
|
US Units
|
|
Number of specimens
|
2
|
|
Test performed
|
With no density determined
|
|
Capped in accordance with?
|
ASTM C617/CTM521
|
|
Average diameter of cylinder 1
|
5.99 in
|
|
Average diameter of cylinder 2
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6.00 in
|
|
Cross sectional area of cylinder 1
|
28.18 in^2
|
|
Cross sectional area of cylinder 2
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28.27 in^2
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Compressive strength (to nearest 10 psi)
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7360 psi
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Maximum load on cylinder 1
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210940 lb
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Maximum load on cylinder 2
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204600 lb
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Compressive strength of cylinder 1
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7485.5 psi
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Type of fracture pattern of cylinder 1
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2
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Compressive strength of cylinder 2
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7237.4 psi
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Type of fracture pattern of cylinder 2
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3
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Comment on any defect in either specimen or caps (Max 250 Characters)
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no data
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Correction factor for cylinder 1
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1
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Correction factor for cylinder 2
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no data
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Age of specimen
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29 days
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Age of specimen in hours
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no data
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