Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 1001612 DEA: 051P2104 EFIS: 0521000188
QA Service Level: 1
DIST-CO-RTE-PM: 05-MON,-1-44.3
Work Description: CONSTRUCT SOLDIER PILE WALL AND STRUCTURAL CONCRETE BARRIER SLAB.
Location Description: MONTEREY COUNTY NEAR BIG SUR ABOUT 1.1 MILES SOUTH OF PFEIFFER CANYON BRIDGE
Contractor Name: Graniterock Company
Contractor Address: 350 Technology Drive, Watsonville, CA 95076
Resident Engineer: Tommy Munro Structure Rep.: Carson Sperber
DIME Sample ID: 2026-07-29-64
TL Number from the TL Form:
Sample Submitted By Organization: Pacific Crest Engineering, Incorporated
Sample Organization Contact: (831) 227-9083
Type of Sample: Quality Control
Type of Material: Concrete
Sample Taken Date: 07/29/2026
Date that the sample was received by the laboratory/organization performing the testing: 07/30/2026
The quantity of what the sample constitutes: 14 CY
A brief description of the sample: Type II 4x8 concrete cylinders (3)
From where was the sample collected: Job Site
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Graniterock Sand City Batch
The concrete mix design number: 07S849R2
The truck number from where the sample was collected:
The batch plant ticket number from where the sample was collected: 218786
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: 2026-07-29-64-1
Test Method: CTM 521-June 2020: Method of Test for Compressive Strength of Molded Concrete Cylinders
Verified Date: 08/12/2026
Date Tested: 08/05/2026
Submitted By Organization: Pacific Crest Engineering, Incorporated
Organization Address: 444 Airport Boulevard Suite 106,
Organization City: Watsonville
Organization State: CA
Organization Zipcode: 95076
Organization Email: jalvarez@pacengineering.net
Organization Phone: (831) 227-9083
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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4.00 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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5980 psi
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Maximum load on cylinder 1
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74413 lb
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Maximum load on cylinder 2
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76103 lb
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Maximum load on cylinder 3
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74996 lb
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Type of fracture pattern of cylinder 1
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5
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Type of fracture pattern of cylinder 2
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5
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Type of fracture pattern of cylinder 3
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5
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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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7 days
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Age of specimen in hours
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no data0 hours
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