Sample Record for 2022-06-01-42
Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project Information
Project ID: 215349 DEA: 081C0824 EFIS: 0816000087
QA Service Level: 1
DIST-CO-RTE-PM: 08-RIV-10-R104.9/R134.2
Work Description: PLACE HMA (TYPE A), JPCP AND IMPORTED BORROW.
Location Description: RIVERSIDE COUNTY FROM ROUTE 10/177 SEPARATION TO 1.1 MILES WEST OF WILEY'S WELL RD OC
Contractor Name: FISHER SAND & GRAVEL CO.
Contractor Address: 1302 W DRIVERS WAY, TEMPE, AZ. 85284
Resident Engineer: Khoi Vu Structure Rep.: Shukri Abouazra
Sample Information
DIME Sample ID: 2022-06-01-42
TL Number from the TL Form: Not Provided
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: 06/01/2022
Date that the sample was received by the laboratory/organization performing the testing: 06/07/2022
The quantity of what the sample constitutes: 3
A brief description of the sample: Concrete Cylinders
From where was the sample collected: Other
Laboratory sample identification: 1041-601-3
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Not Provided
Material Information
The concrete mix design number: Not Provided
The truck number from where the sample was collected: Not Provided
The batch plant ticket number from where the sample was collected: Not Provided
Concrete batch plant: Not Provided
The fabricator/manufacturer designation for the sample:
A detailed description of where the material sample was collected: Not Provided
Where the material sample would have been placed if not sampled: Not Provided
From Lot No.:
Bag Lot No.:
Test Results
Test 1 of 1
DIME Test ID: 2022-06-01-42-1
Test Method: ASTM C39-10: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Capped in accordance with ASTM C617 - Sulfur Mortar Cap Cured in accordance with ASTM C511
Verified Date: 08/29/2022
Date Tested: 07/13/2022
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: (909) 829-3029
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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3
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Test performed
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With no density determined
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Cross sectional area of cylinder 1
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28.09 in^2
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Cross sectional area of cylinder 2
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28.09 in^2
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Cross sectional area of cylinder 3
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28.18 in^2
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Capped in accordance with?
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ASTM C617 - Sulfur Mortar Cap
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Compressive strength (to nearest 10 psi)
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5010 psi
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Average diameter of cylinder 1
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5.98 in
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Average diameter of cylinder 2
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5.98 in
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Compressive strength of cylinder 1
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5098.3 psi
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Compressive strength of cylinder 2
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4890.7 psi
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Average diameter of cylinder 3
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5.99 in
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Compressive strength of cylinder 3
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5052.5 psi
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Maximum load on cylinder 1
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143210 lb
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Maximum load on cylinder 2
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137380 lb
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Maximum load on cylinder 3
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142380 lb
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Type of fracture pattern of cylinder 1
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2
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Type of fracture pattern of cylinder 2
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3
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Type of fracture pattern of cylinder 3
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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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Correction factor for cylinder 3
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1
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Age of specimen
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42 days
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