Sample Record for 2017-05-13-2
Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project Information
Project ID: 211047 DEA: 081C0914 EFIS: 0814000223
QA Service Level: 1
DIST-CO-RTE-PM: 08-RIV-60-R12.2/22.1&26.5/30.4
Work Description: MILL AND OVERLAY MAINLINE PAVEMENT, SHOULDERS, RAMPS, INCLUDE DIGOUTS
Location Description: MILL AND OVERLAY MAINLINE PAVEMENT, SHOULDERS, RAMPS, INCLUDE DIGOUTS
Contractor Name: ALL AMERICAN ASPHALT
Contractor Address: 400 East 6th Street, Corona, CA 92879
Resident Engineer: Miguel Calixto Structure Rep.: Unknown
Sample Information
DIME Sample ID: 2017-05-13-2
TL Number from the TL Form: 060515
Sample Submitted By Organization: CT D08 - Fontana Southern Regional Laboratory
Sample Organization Contact: 213-792-4794
Type of Sample: Quality Control
Type of Material: Concrete
Sample Taken Date: 05/13/2017
Date that the sample was received by the laboratory/organization performing the testing: 05/17/2017
The quantity of what the sample constitutes: 4
A brief description of the sample: 6X12
From where was the sample collected: Job Site
Laboratory sample identification: 944-15
Structure unique identifier: Unknown
Structure name: Unknown
The fabricator/manufacturer/facility name: ROBERTSONS
Material Information
The concrete mix design number: SC425N49
The truck number from where the sample was collected: NP
The batch plant ticket number from where the sample was collected: NP
Concrete batch plant: Unknown
The fabricator/manufacturer designation for the sample: Unknown
A detailed description of where the material sample was collected: PILE
Where the material sample would have been placed if not sampled: Unknown
From Lot No.: Unknown
Bag Lot No.: Unknown
Test Results
Test 1 of 2
DIME Test ID: 2017-05-13-2-1
Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 06/12/2017
Date Tested: 06/12/2017
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?
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US Units
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Number of specimens
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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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6.00 in
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Average diameter of cylinder 2
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6.02 in
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Cross sectional area of cylinder 1
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28.27 in^2
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Cross sectional area of cylinder 2
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28.46 in^2
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Compressive strength (to nearest 10 psi)
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1750 psi
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Maximum load on cylinder 1
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49460 lb
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Maximum load on cylinder 2
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49540 lb
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Compressive strength of cylinder 1
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1749.6 psi
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Type of fracture pattern of cylinder 1
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1
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Compressive strength of cylinder 2
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1740.7 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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30 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: 2017-05-13-2-2
Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 05/30/2017
Date Tested: 05/30/2017
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
|
6.00 in
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|
Average diameter of cylinder 2
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6.01 in
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Cross sectional area of cylinder 1
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28.27 in^2
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Cross sectional area of cylinder 2
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28.37 in^2
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Compressive strength (to nearest 10 psi)
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1230 psi
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Maximum load on cylinder 1
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34790 lb
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Maximum load on cylinder 2
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34960 lb
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Compressive strength of cylinder 1
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1230.6 psi
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Type of fracture pattern of cylinder 1
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1
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Compressive strength of cylinder 2
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1232.3 psi
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Type of fracture pattern of cylinder 2
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1
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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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17 days
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Age of specimen in hours
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no data
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