Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 995085 DEA: 07322904 EFIS: 0716000059
QA Service Level: 1
DIST-CO-RTE-PM: 07-LA-27-0.0/18.6
Work Description: REMOVE EXISTING AC PAVEMENT & HMA OVERLAY.
Location Description: LOS ANGELES COUNTY IN AND NEAR LOS ANGELES FROM ROUTE 1 TO DEVONSHIRE STREET
Contractor Name: C. A. RASMUSSEN, INC.
Contractor Address: 28548 Livingston Ave, Valencia, CA 91355
Resident Engineer: Ravin Maru Structure Rep.: Unknown
DIME Sample ID: 2024-10-25-73
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: 10/25/2024
Date that the sample was received by the laboratory/organization performing the testing: 10/26/2024
The quantity of what the sample constitutes: 10 cu. yd. approximate
A brief description of the sample: LCB 6"X12" cylinder
From where was the sample collected: Job Site
Laboratory sample identification: 24-3320, 24-3321, 24-3322
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: N/A
The concrete mix design number: S30C396LOA
The truck number from where the sample was collected:
The batch plant ticket number from where the sample was collected: 254745
Concrete batch plant:
The fabricator/manufacturer designation for the sample:
A detailed description of where the material sample was collected: from mix truck
Where the material sample would have been placed if not sampled:
From Lot No.:
Bag Lot No.:
DIME Test ID: 2024-10-25-73-1
Test Method: CTM 521-June 2020: Method of Test for Compressive Strength of Molded Concrete Cylinders
Verified Date: 06/26/2025
Date Tested: 11/01/2024
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:
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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6
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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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5.99 in
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Average diameter of cylinder 2
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6.03 in
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Average diameter of cylinder 3
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6.03 in
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Average diameter of cylinder 4
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6.02 in
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Average diameter of cylinder 5
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6.08 in
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Average diameter of cylinder 6
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6.06 in
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Cross sectional area of cylinder 1
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28.18 in^2
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Cross sectional area of cylinder 2
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28.56 in^2
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Cross sectional area of cylinder 3
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28.56 in^2
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Cross sectional area of cylinder 4
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28.46 in^2
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Cross sectional area of cylinder 5
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29.03 in^2
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Cross sectional area of cylinder 6
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28.84 in^2
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Compressive strength (to nearest 10 psi)
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660 psi
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Maximum load on cylinder 1
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19224 lb
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Maximum load on cylinder 2
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18017 lb
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Maximum load on cylinder 3
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17915 lb
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Maximum load on cylinder 4
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19130 lb
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Maximum load on cylinder 5
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19152 lb
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Maximum load on cylinder 6
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19380 lb
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Type of fracture pattern of cylinder 1
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6
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Type of fracture pattern of cylinder 2
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6
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Type of fracture pattern of cylinder 3
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6
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Type of fracture pattern of cylinder 4
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2
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Type of fracture pattern of cylinder 5
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3
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Type of fracture pattern of cylinder 6
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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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Correction factor for cylinder 4
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1
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Correction factor for cylinder 5
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1
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Correction factor for cylinder 6
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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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