Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 994121 DEA: 120P68U4 EFIS: 1218000105
QA Service Level: 1
DIST-CO-RTE-PM: 12-ORA-1-13.0/33.7
Work Description: COLD PLANE, PLACE RHMA AND MODIFY CURB RAMPS AND ELECTRICAL SYSTEMS.
Location Description: ORANGE COUNTY AT VARIOUS LOCATIONS FROM CRYSTAL HEIGHTS DRIVE TO LOS ANGELES/ORANGE COUNTY LINE
Contractor Name: CHUMO CONSTRUCTION INC.
Contractor Address: 4949 2nd St., Fallbrook, CA 92028
Resident Engineer: Mario Leon Structure Rep.: Vian Ghazi
DIME Sample ID: 2024-03-25-16
TL Number from the TL Form:
Sample Submitted By Organization: CT D12 - Huntington Beach Field Laboratory
Sample Organization Contact: 9492798846
Type of Sample: Quality Assurance
Type of Material: Concrete
Sample Taken Date: 03/25/2024
Date that the sample was received by the laboratory/organization performing the testing: 03/26/2024
The quantity of what the sample constitutes: 2
A brief description of the sample: 6x12 concrete cylinders
From where was the sample collected: Job Site
Laboratory sample identification: 24-0102
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Cemex/Orange
The concrete mix design number: 1610898
The truck number from where the sample was collected:
The batch plant ticket number from where the sample was collected: 311442360
Concrete batch plant:
The fabricator/manufacturer designation for the sample:
A detailed description of where the material sample was collected: Concrete from wheelbarrow
Where the material sample would have been placed if not sampled: PCH
From Lot No.:
Bag Lot No.:
DIME Test ID: 2024-03-25-16-1
Test Method: CTM 521-June 2020: Method of Test for Compressive Strength of Molded Concrete Cylinders
Verified Date: 04/08/2024
Date Tested: 04/08/2024
Submitted By Organization: CT D12 - Huntington Beach Field Laboratory
Organization Address: 19601 Beach Boulevard,
Organization City: Huntington Beach
Organization State: CA
Organization Zipcode: 92648
Organization Email: frank.mai@dot.ca.gov
Organization Phone: (949) 279-8846
General Comments for this Test: 24-0102- 14 days break on 4/8/24
Test Result Compliance: complies
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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5.97 in
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Average diameter of cylinder 2
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5.98 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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28.08 in^2
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Compressive strength (to nearest 10 psi)
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6050 psi
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Maximum load on cylinder 1
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158090 lb
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Maximum load on cylinder 2
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180710 lb
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Type of fracture pattern of cylinder 1
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3
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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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1
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Age of specimen
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14 days
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Age of specimen in hours
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0 hours
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