Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 1000802 DEA: 07346804 EFIS: 0718000079
QA Service Level: 1
DIST-CO-RTE-PM: 07-VEN-232-0.4/R4.1
Work Description: COLD PLANE AND OVERLAY WITH HMA & RHMA.
Location Description: VENTURA COUNTY IN AND NEAR OXNARD FROM ROUTE 232/101 SEPARATION TO ROUTE 118
Contractor Name: TORO ENTERPRISES, INC.
Contractor Address: Unknown
Resident Engineer: Pantaleon "Torch" Rivera Structure Rep.: Unknown
DIME Sample ID: 2026-02-02-38
TL Number from the TL Form:
Sample Submitted By Organization: Kleinfelder, Incorporated - Los Angeles
Sample Organization Contact: (909) 833-5780
Type of Sample: Quality Assurance
Type of Material: Concrete
Sample Taken Date: 02/02/2026
Date that the sample was received by the laboratory/organization performing the testing: 02/02/2026
The quantity of what the sample constitutes: 20 CY of 150+ CY
A brief description of the sample: LCBRS
From where was the sample collected: Job Site
Laboratory sample identification: 26-0400
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: George L Throop Co.
The concrete mix design number: 2024-LCBRS
The truck number from where the sample was collected:
The batch plant ticket number from where the sample was collected: 2
Concrete batch plant:
The fabricator/manufacturer designation for the sample:
A detailed description of where the material sample was collected: Chute
Where the material sample would have been placed if not sampled:
From Lot No.:
Bag Lot No.:
DIME Test ID: 2026-02-02-38-1
Test Method: CTM 521-June 2020: Method of Test for Compressive Strength of Molded Concrete Cylinders
Verified Date: 02/13/2026
Date Tested: 02/09/2026
Submitted By Organization: Kleinfelder, Incorporated - Los Angeles
Organization Address: 620 South Magnolia Avenue, Building G,
Organization City: Ontario
Organization State: CA
Organization Zipcode: 91762
Organization Email: mdorsch@kleinfelder.com
Organization Phone: (909) 833-5780
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 C39 - Ground End
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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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6.02 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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28.46 in^2
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Compressive strength (to nearest 10 psi)
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1340 psi
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Maximum load on cylinder 1
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38922 lb
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Maximum load on cylinder 2
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37495 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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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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7 days
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Age of specimen in hours
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no data0 hours
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