Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 1002087 DEA: 043AA904 EFIS: 0420000066
QA Service Level: 1
DIST-CO-RTE-PM: 04-MRN-131-1.95
Work Description: 3AA90 INSTALL SOLDIER PILE AND LAGGING WALL, AND RECONSTRUCT - Hwy 131 PM 1.95
Location Description:
Contractor Name: Julio Gallardo
Contractor Address: Unknown
Resident Engineer: Andrew Wong Structure Rep.: Unknown
DIME Sample ID: 2026-06-02-100
TL Number from the TL Form:
Sample Submitted By Organization: CT SC - 3672 - Petaluma
Sample Organization Contact: (510) 3939273
Type of Sample: Quality Assurance
Type of Material: Concrete
Sample Taken Date: 06/02/2026
Date that the sample was received by the laboratory/organization performing the testing: 06/24/2026
The quantity of what the sample constitutes: 9 CY
A brief description of the sample: cement
From where was the sample collected: Job Site
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Shamrock Materials
The concrete mix design number: D67112E1
The truck number from where the sample was collected: 2464
The batch plant ticket number from where the sample was collected: 1084785
Concrete batch plant:
The fabricator/manufacturer designation for the sample:
A detailed description of where the material sample was collected: Back of truck chute
Where the material sample would have been placed if not sampled:
From Lot No.:
Bag Lot No.:
DIME Test ID: 2026-06-02-100-1
Test Method: ASTM C39-10: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Capped in accordance with ASTM C1231 - Unbonded Elastomeric Pad Cap Cured in accordance with ASTM C511
Verified Date: 06/30/2026
Date Tested: 06/30/2026
Submitted By Organization: CT HQ - Vallejo Field Laboratory
Organization Address: 690 Walnut,
Organization City: vallejo
Organization State: CA
Organization Zipcode: 94592
Organization Email: yannick.aranas@dot.ca.gov
Organization Phone: (916) 639-4315
General Comments for this Test: testing equipment capacity is 7000 psi, Compression strength >7000 psi
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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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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Capped in accordance with?
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ASTM C1231 - Unbonded Elastomeric Pad Cap
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Compressive strength (to nearest 10 psi)
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7000 psi
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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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Compressive strength of cylinder 1
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7000.0 psi
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Compressive strength of cylinder 2
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7000.0 psi
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Average diameter of cylinder 3
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4.00 in
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Compressive strength of cylinder 3
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7000 psi
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Maximum load on cylinder 1
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87990 lb
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Maximum load on cylinder 2
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87990 lb
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Maximum load on cylinder 3
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87990 lb
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Type of fracture pattern of cylinder 1
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3
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Type of fracture pattern of cylinder 2
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3
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Type of fracture pattern of cylinder 3
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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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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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