Sample Record for 2026-03-30-33
Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project Information
Project ID: 1000759 DEA: 074X9704 EFIS: 0716000335
QA Service Level: 1
DIST-CO-RTE-PM: 07-LA,-1-42.4
Work Description: CONSTRUCT DRILLED HOLE AND DRILLED HOLE (ROCK SOCKET).
Location Description: LOS ANGELES COUNTY IN MALIBU AT 0.1 MILE SOUTH OF BIG ROCK DRIVE
Contractor Name: BEADOR CONSTRUCTION COMPANY, INC.
Contractor Address: 2900 Bristol Street, Suite D204, Costa Mesa, CA 92626
Resident Engineer: Elizabeth Martinez Structure Rep.: Frank Lotfi
Sample Information
DIME Sample ID: 2026-03-30-33
TL Number from the TL Form: 033026
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: 03/30/2026
Date that the sample was received by the laboratory/organization performing the testing: 04/01/2026
The quantity of what the sample constitutes: 130 CY
A brief description of the sample: 4X8 PCC cylinders
From where was the sample collected: Job Site
Laboratory sample identification: 26-073
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Associate Ready Mix
Material Information
The concrete mix design number: SL4KCNIMK
The truck number from where the sample was collected: 1
The batch plant ticket number from where the sample was collected: 67118218
Concrete batch plant: Associated Ready Mix Concrete
The fabricator/manufacturer designation for the sample:
A detailed description of where the material sample was collected: truck chute
Where the material sample would have been placed if not sampled:
From Lot No.:
Bag Lot No.:
Test Results
Test
DIME Test ID: 2026-03-30-33-1
Test Method: CTM 521-June 2020: Method of Test for Compressive Strength of Molded Concrete Cylinders
Verified Date: 04/06/2026
Date Tested: 04/06/2026
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:
|
Unit system used?
|
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
|
|
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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4.01 in
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Average diameter of cylinder 2
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4.01 in
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Average diameter of cylinder 3
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4.01 in
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Cross sectional area of cylinder 1
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12.63 in^2
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Cross sectional area of cylinder 2
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12.63 in^2
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Cross sectional area of cylinder 3
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12.63 in^2
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Compressive strength (to nearest 10 psi)
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5600 psi
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Maximum load on cylinder 1
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70667 lb
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Maximum load on cylinder 2
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72645 lb
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Maximum load on cylinder 3
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69011 lb
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Compressive strength of cylinder 1
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5595.2 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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5751.8 psi
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Compressive strength of cylinder 3
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5464.1 psi
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Type of fracture pattern of cylinder 2
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2
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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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7 days
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Age of specimen in hours
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no data0 hours
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Test
DIME Test ID: 2026-03-30-33-2
Test Method: CTM 521-June 2020: Method of Test for Compressive Strength of Molded Concrete Cylinders
Verified Date: 04/27/2026
Date Tested: 04/27/2026
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:
|
Unit system used?
|
US Units
|
|
Number of specimens
|
3
|
|
Test performed
|
With no density determined
|
|
Capped in accordance with?
|
ASTM C617 - Sulfur Mortar Cap
|
|
Average diameter of cylinder 1
|
4.01 in
|
|
Average diameter of cylinder 2
|
4.01 in
|
|
Average diameter of cylinder 3
|
4.01 in
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Cross sectional area of cylinder 1
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12.63 in^2
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Cross sectional area of cylinder 2
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12.63 in^2
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Cross sectional area of cylinder 3
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12.63 in^2
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Compressive strength (to nearest 10 psi)
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8060 psi
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Maximum load on cylinder 1
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100388 lb
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Maximum load on cylinder 2
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103902 lb
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Maximum load on cylinder 3
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101246 lb
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Compressive strength of cylinder 1
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7948.4 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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8226.6 psi
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Compressive strength of cylinder 3
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8016.3 psi
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Type of fracture pattern of cylinder 2
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2
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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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28 days
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Age of specimen in hours
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no data0 hours
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