Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 214466 DEA: 081F1414 EFIS: 0815000231
QA Service Level: 1
DIST-CO-RTE-PM: 08-RIV-15-15-54.2/54.3
Work Description: Slab & lane replacement with JPCP & precast conc pavement, place HMA.
Location Description: Riverside and San Diego County
Contractor Name: SECURITY PAVING COMPANY, INC.
Contractor Address: 3075 Townsgate Road, Suite 200, Westlake Village, CA 91361
Resident Engineer: Mike Bergevin Structure Rep.: Unknown
DIME Sample ID: 2021-04-01-13
TL Number from the TL Form:
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: 04/01/2021
Date that the sample was received by the laboratory/organization performing the testing: 04/08/2021
The quantity of what the sample constitutes: 2
A brief description of the sample: CONCERETE CYLINDERS
From where was the sample collected: Job Site
Laboratory sample identification: 1013-51
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: security paving
The concrete mix design number: 1419984
The truck number from where the sample was collected:
The batch plant ticket number from where the sample was collected: NA
Concrete batch plant:
The fabricator/manufacturer designation for the sample:
A detailed description of where the material sample was collected: ROUTE 15 TEMECNLA LANE 3 AND 4 STA 108 25
Where the material sample would have been placed if not sampled:
From Lot No.:
Bag Lot No.:
DIME Test ID: 2021-04-01-13-1
Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 04/21/2021
Date Tested: 04/09/2021
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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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 - Sulfur Mortar Cap
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Average diameter of cylinder 1
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6.01 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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28.37 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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1360 psi
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Maximum load on cylinder 1
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38800 lb
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Maximum load on cylinder 2
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38205 lb
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Compressive strength of cylinder 1
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1367.6 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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1346.7 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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1
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Age of specimen
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8 days
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Age of specimen in hours
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no data
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