Sample Record for 2025-10-22-21
Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project Information
Project ID: 1000510 DEA: 060W79U4 EFIS: 0622000189
QA Service Level: 1
DIST-CO-RTE-PM: 06-KER,TUL-99-56.4/57.6,0.0/13.5
Work Description: RDWY EXC, HMA, AGGREGATE BASE, CRCP, SIGN STR, AND STR EXC.
Location Description: KERN AND TULARE COUNTIES IN AND NEAR DELANO FROM 0.2 MILE SOUTH OF CECIL AVENUE OVERCROSSING TO 0.7 MILE NORTH OF AVENUE 100 OVERCROSSING
Contractor Name: SECURITY PAVING COMPANY, INC.
Contractor Address: 2915 Fairhaven Drive, Bakersfield, CA 93308
Resident Engineer: Jake Garcia Structure Rep.: Raman Guraya
Sample Information
DIME Sample ID: 2025-10-22-21
TL Number from the TL Form:
Sample Submitted By Organization: CT D06 - Millbrook Field Laboratory
Sample Organization Contact: (559) 341-3953
Type of Sample: Quality Assurance
Type of Material: Concrete
Sample Taken Date: 10/22/2025
Date that the sample was received by the laboratory/organization performing the testing: 10/23/2025
The quantity of what the sample constitutes: 76
A brief description of the sample: Concrete Test Samples
From where was the sample collected: Job Site
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Calportland Tulare Plant
Material Information
The concrete mix design number: 163457
The truck number from where the sample was collected:
The batch plant ticket number from where the sample was collected: 261825
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.:
Test Results
Test 1 of 1
DIME Test ID: 2025-10-22-21-1
Test Method: CTM 521-June 2020: Method of Test for Compressive Strength of Molded Concrete Cylinders
Verified Date: 11/19/2025
Date Tested: 11/19/2025
Submitted By Organization: CT D06 - Millbrook Field Laboratory
Organization Address: 1352 W. Olive Ave,
Organization City: Fresno
Organization State: CA
Organization Zipcode: 93728
Organization Email: tomas.silva@dot.ca.gov
Organization Phone: (559) 417-5341
General Comments for this Test: Required Strenght 3600 psi @ 28 days
Test Result Compliance: complies
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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4.00 in
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Average diameter of cylinder 2
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4.00 in
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Average diameter of cylinder 3
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4.00 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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12.57 in^2
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Cross sectional area of cylinder 3
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12.57 in^2
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Compressive strength (to nearest 10 psi)
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4050 psi
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Maximum load on cylinder 1
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50490 lb
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Maximum load on cylinder 2
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50590 lb
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Maximum load on cylinder 3
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51620 lb
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Compressive strength of cylinder 1
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4016.7 psi
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Type of fracture pattern of cylinder 1
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3
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Compressive strength of cylinder 2
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4024.7 psi
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Compressive strength of cylinder 3
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4106.6 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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