Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
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
DIME Sample ID: 2015-09-19-1
TL Number from the TL Form: 0042272
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: 09/19/2015
Date that the sample was received by the laboratory/organization performing the testing: 09/24/2015
The quantity of what the sample constitutes: 4
A brief description of the sample: 6x12 concrete cylinders
From where was the sample collected: Other
Laboratory sample identification: 923-72
Structure unique identifier: Unknown
Structure name: Unknown
The fabricator/manufacturer/facility name: Short Load Concrete
The concrete mix design number: CTS-72-EHI
The truck number from where the sample was collected: Unknown
The batch plant ticket number from where the sample was collected: Not Provided
Concrete batch plant: Unknown
The fabricator/manufacturer designation for the sample: Unknown
A detailed description of where the material sample was collected: Chute
Where the material sample would have been placed if not sampled: Unknown
From Lot No.:
Bag Lot No.:
DIME Test ID: 2015-09-19-1-1
Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 10/19/2015
Date Tested: 10/17/2015
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:
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Unit system used?
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US Units
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Number of specimens
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4
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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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5.97 in
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Average diameter of cylinder 2
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5.97 in
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Average diameter of cylinder 3
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5.97 in
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Average diameter of cylinder 4
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5.97 in
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Cross sectional area of cylinder 1
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27.99 in^2
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Cross sectional area of cylinder 2
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27.99 in^2
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Cross sectional area of cylinder 3
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27.99 in^2
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Cross sectional area of cylinder 4
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27.99 in^2
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Compressive strength (to nearest 10 psi)
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5580 psi
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Maximum load on cylinder 1
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156390 lb
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Maximum load on cylinder 2
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158100 lb
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Maximum load on cylinder 3
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155210 lb
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Maximum load on cylinder 4
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155100 lb
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Compressive strength of cylinder 1
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5587.4 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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5648.4 psi
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Compressive strength of cylinder 3
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5545.2 psi
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Compressive strength of cylinder 4
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5541.3 psi
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Type of fracture pattern of cylinder 2
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1
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Type of fracture pattern of cylinder 3
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1
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Type of fracture pattern of cylinder 4
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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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Correction factor for cylinder 3
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no data
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Correction factor for cylinder 4
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no data
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Age of specimen
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28 days
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Age of specimen in hours
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no data
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