Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 1000851 DEA: 07351704 EFIS: 0718000204
QA Service Level: 1
DIST-CO-RTE-PM: 07-VEN-118,118-15.6/R17.9
Work Description: COLD PLANE AC PAVEMENT AND PLACE RUBBERIZED HMA.
Location Description: VENTURA COUNTY IN MOORPARK AT VARIOUS LOCATIONS
Contractor Name: C. A. RASMUSSEN, INC.
Contractor Address: Unknown
Resident Engineer: Pantaleon Rivera Structure Rep.: Unknown
DIME Sample ID: 2025-09-12-54
TL Number from the TL Form: 665854
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: 09/12/2025
Date that the sample was received by the laboratory/organization performing the testing: 09/12/2025
The quantity of what the sample constitutes: 130 CY
A brief description of the sample: 6x12 LCBRS cylinders
From where was the sample collected: Job Site
Laboratory sample identification: 25-1006
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: George Throop
The concrete mix design number: 2024-LCBRS
The truck number from where the sample was collected: NA
The batch plant ticket number from where the sample was collected: NA
Concrete batch plant: George Throop
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.:
DIME Test ID: 2025-09-12-54-1
Test Method: CTM 521-June 2020: Method of Test for Compressive Strength of Molded Concrete Cylinders
Verified Date: 10/14/2025
Date Tested: 09/19/2025
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: not applicable
Additional Comments When Verified:
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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
|
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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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6.01 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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Cross sectional area of cylinder 1
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28.37 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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Compressive strength (to nearest 10 psi)
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1390 psi
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Maximum load on cylinder 1
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41419 lb
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Maximum load on cylinder 2
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38105 lb
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Maximum load on cylinder 3
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39415 lb
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Compressive strength of cylinder 1
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1460.0 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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1334.2 psi
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Compressive strength of cylinder 3
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1380.1 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
|
1
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Correction factor for cylinder 3
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1
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Age of specimen
|
7 days
|
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Age of specimen in hours
|
no data0 hours
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DIME Test ID: 2025-09-12-54-2
Test Method: CTM 521-June 2020: Method of Test for Compressive Strength of Molded Concrete Cylinders
Verified Date: 10/14/2025
Date Tested: 10/10/2025
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: not applicable
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
|
6.02 in
|
|
Average diameter of cylinder 2
|
6.03 in
|
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Average diameter of cylinder 3
|
6.03 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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28.56 in^2
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Cross sectional area of cylinder 3
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28.56 in^2
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Compressive strength (to nearest 10 psi)
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2070 psi
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Maximum load on cylinder 1
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59402 lb
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Maximum load on cylinder 2
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56505 lb
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Maximum load on cylinder 3
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61567 lb
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Compressive strength of cylinder 1
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2087.2 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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1978.5 psi
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Compressive strength of cylinder 3
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2155.7 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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