Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 1001573 DEA: 060X2904 EFIS: 0618000050
QA Service Level: 1
DIST-CO-RTE-PM: 06-FRE-33-13.9/16.7
Work Description: HMA (TYPE A), RDWY EXC, CL 2 AB, CURB RAMPS AND MOBILIZATION.
Location Description: FRESNO COUNTY IN AND NEAR COALINGA FROM ENTERPRISE PARKWAY TO LOS GATOS CREEK SOUTH CHANNEL BRIDGE
Contractor Name: Cal Valley Construction, Inc. (Chris Grimm)
Contractor Address: Unknown
Resident Engineer: Din Dadawalla Structure Rep.: Unknown
DIME Sample ID: 2026-05-12-61
TL Number from the TL Form:
Sample Submitted By Organization: CT D06 - Millbrook Field Laboratory
Sample Organization Contact: (559) 341-3953
Type of Sample: Acceptance
Type of Material: Concrete
Sample Taken Date: 05/12/2026
Date that the sample was received by the laboratory/organization performing the testing: 05/12/2026
The quantity of what the sample constitutes: 9cy
A brief description of the sample: 4x8 concrete cylinders
From where was the sample collected: Job Site
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Cal Valley Construction
The concrete mix design number: 631000
The truck number from where the sample was collected:
The batch plant ticket number from where the sample was collected: 42871
Concrete batch plant:
The fabricator/manufacturer designation for the sample:
A detailed description of where the material sample was collected: Curb ramp C-26. hawthorne/ 5th st
Where the material sample would have been placed if not sampled:
From Lot No.:
Bag Lot No.:
DIME Test ID: 2026-05-12-61-1
Test Method: CTM 521-June 2020: Method of Test for Compressive Strength of Molded Concrete Cylinders
Verified Date: 06/12/2026
Date Tested: 06/09/2026
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) 341-3953
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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2
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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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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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Compressive strength (to nearest 10 psi)
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4420 psi
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Maximum load on cylinder 1
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54639 lb
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Maximum load on cylinder 2
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56412 lb
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Compressive strength of cylinder 1
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4346.8 psi
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Type of fracture pattern of cylinder 1
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6
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Compressive strength of cylinder 2
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4487.8 psi
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Type of fracture pattern of cylinder 2
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3
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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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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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