Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 994744 DEA: 072XG504 EFIS: 0723000149
QA Service Level: 1
DIST-CO-RTE-PM: 07-LA-5-66.3/67.3
Work Description:
Location Description:
Contractor Name: Powell Constructors Inc
Contractor Address: Unknown
Resident Engineer: Ridwan Salman Structure Rep.: Torch Rivera
DIME Sample ID: 2024-10-02-101
TL Number from the TL Form:
Sample Submitted By Organization: CT D07 - Materials Field Laboratory, Unit 1953
Sample Organization Contact: (213) 817-0387
Type of Sample: Acceptance
Type of Material: Concrete
Sample Taken Date: 10/02/2024
Date that the sample was received by the laboratory/organization performing the testing: 10/02/2024
The quantity of what the sample constitutes: 20cy
A brief description of the sample: SB 5 Lane #3 Sta 3509+30 to Sta 3513+06
From where was the sample collected: Job Site
Laboratory sample identification: 24-3075
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Short Load Concrete
The concrete mix design number: CTS-30-EHI
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: Job site
Where the material sample would have been placed if not sampled:
From Lot No.:
Bag Lot No.:
DIME Test ID: 2024-10-02-101-1
Test Method: CTM 521-June 2020: Method of Test for Compressive Strength of Molded Concrete Cylinders
Verified Date: 10/16/2024
Date Tested: 10/16/2024
Submitted By Organization: CT D07 - Materials Field Laboratory, Unit 1953
Organization Address: 1940 South Workman Mill Road,
Organization City: Whittier
Organization State: CA
Organization Zipcode: 90601
Organization Email: chad.chotibhongs@dot.ca.gov
Organization Phone: (213) 407-6963
General Comments for this Test:
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 C1231 - Unbonded Elastomeric Pad Cap
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Average diameter of cylinder 1
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6.02 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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28.46 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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4210 psi
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Maximum load on cylinder 1
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121278 lb
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Maximum load on cylinder 2
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118201 lb
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Compressive strength of cylinder 1
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4261.3 psi
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Type of fracture pattern of cylinder 1
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2
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Compressive strength of cylinder 2
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4166.4 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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5 days
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Age of specimen in hours
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no data0 hours
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