Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 211889 DEA: 08368514 EFIS: 0813000077
QA Service Level: 1
DIST-CO-RTE-PM: 08-SBD-15-81.1/87.5&177.3/181.1
Work Description: CONSTRUCT AIF AND DEMOLISH EXISTING AIF IN YERMO
Location Description: SAN BERNARDINO COUNTY FROM 0.6 MILE NORTH OF YERMO ROAD OVERCROSSING TO 1.0 MILE SOUTH OF MINNEOLA ROAD OVERCROSSING AND FROM 1.2 MILE NORTH OF NIPTON ROAD OVERCROSSING TO 0.5 MILE SOUTH OF YATES WELL ROAD OVERCROSSING
Contractor Name: GRANITE CONSTRUCTION COMPANY
Contractor Address: 38000 Monroe St, Indio, CA 92203
Resident Engineer: Darcy Davis Structure Rep.: Luis Negrete
DIME Sample ID: 2017-12-18-18
TL Number from the TL Form: 20171221
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: 12/18/2017
Date that the sample was received by the laboratory/organization performing the testing: 12/21/2017
The quantity of what the sample constitutes: 4
A brief description of the sample: Concrete 6 x 12
From where was the sample collected: Source
Laboratory sample identification: 968-221
Structure unique identifier: Unknown
Structure name: Footings of Office Building and Storage building
The fabricator/manufacturer/facility name: CEMEX
The concrete mix design number: 1598748
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: np
Where the material sample would have been placed if not sampled: Footings of Office Building and Storage building
From Lot No.: Unknown
Bag Lot No.: Unknown
DIME Test ID: 2017-12-18-18-1
Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 12/26/2017
Date Tested: 12/26/2017
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:
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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/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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6.01 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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3520 psi
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Maximum load on cylinder 1
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98940 lb
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Maximum load on cylinder 2
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100700 lb
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Compressive strength of cylinder 1
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3499.8 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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3549.5 psi
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Type of fracture pattern of cylinder 2
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2
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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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