Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 1000640 DEA: 074P8504 EFIS: 0719000259
QA Service Level: 1
DIST-CO-RTE-PM: 07-VEN-1-1.0/1.3
Work Description: INSTALL MARKED CROSSWALK WITH PEDESTRIAN HYBRID BEACON SIGNALS.
Location Description: VENTURA COUNTY FROM 0.1 MILE SOUTH OF YERBA BUENA ROAD TO 0.1 MILE NORTH OF LITTLE SYCAMORE CREEK BRIDGE
Contractor Name: POLO ENGINEERING, INC.
Contractor Address: 30758 SLOAN CANYON ROAD, CASTAIC, CA 91384
Resident Engineer: Ranjit Singh Structure Rep.: Unknown
DIME Sample ID: 2026-03-13-24
TL Number from the TL Form: 3112026
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: 03/13/2026
Date that the sample was received by the laboratory/organization performing the testing: 03/14/2026
The quantity of what the sample constitutes: 130 CY
A brief description of the sample: 4x8 concrete cylinders (3 total)
From where was the sample collected: Job Site
Laboratory sample identification: 26-048
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: State Ready Mix
The concrete mix design number: 590SN2010
The truck number from where the sample was collected:
The batch plant ticket number from where the sample was collected: 90166
Concrete batch plant:
The fabricator/manufacturer designation for the sample:
A detailed description of where the material sample was collected: wheelbarrow
Where the material sample would have been placed if not sampled:
From Lot No.:
Bag Lot No.:
DIME Test ID: 2026-03-13-24-1
Test Method: CTM 521-June 2020: Method of Test for Compressive Strength of Molded Concrete Cylinders
Verified Date: 03/20/2026
Date Tested: 03/20/2026
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:
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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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 C1231 - Unbonded Elastomeric Pad 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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4.02 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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12.69 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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2950 psi
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Maximum load on cylinder 1
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39020 lb
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Maximum load on cylinder 2
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36067 lb
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Maximum load on cylinder 3
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36758 lb
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Compressive strength of cylinder 1
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3089.5 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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2842.2 psi
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Compressive strength of cylinder 3
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2910.4 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
|
7 days
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Age of specimen in hours
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no data0 hours
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DIME Test ID: 2026-03-13-24-2
Test Method: CTM 521-June 2020: Method of Test for Compressive Strength of Molded Concrete Cylinders
Verified Date: 04/10/2026
Date Tested: 04/10/2026
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
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|
Average diameter of cylinder 1
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4.00 in
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Average diameter of cylinder 2
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4.02 in
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Average diameter of cylinder 3
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4.02 in
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Cross sectional area of cylinder 1
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12.57 in^2
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Cross sectional area of cylinder 2
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12.69 in^2
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Cross sectional area of cylinder 3
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12.69 in^2
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Compressive strength (to nearest 10 psi)
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4110 psi
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Maximum load on cylinder 1
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47510 lb
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Maximum load on cylinder 2
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52217 lb
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Maximum load on cylinder 3
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56180 lb
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Compressive strength of cylinder 1
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3779.6 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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4114.8 psi
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Compressive strength of cylinder 3
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4427.1 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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28 days
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Age of specimen in hours
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no data0 hours
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