Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 1000540 DEA: 051Q03U4 EFIS: 0524000192
QA Service Level: 1
DIST-CO-RTE-PM: 05-SLO,KER-46-60.3/60.8,0.0/0.4
Work Description: VERTICAL CURVE AND EXTEND EXISTING TRUCK CLIMBING LANE.
Location Description: SAN LUIS OBISPO AND KERN COUNTIES NEAR CHOLAME FROM 2.0 MILES EAST OF ANTELOPE ROAD TO 0.4 MILE EAST OF THE KERN COUNTY LINE.
Contractor Name: PAPICH CONSTRUCTION COMPANY, INC.
Contractor Address: Unknown
Resident Engineer: Andrew Borelli Structure Rep.: Unknown
DIME Sample ID: 2025-07-14-111
TL Number from the TL Form:
Sample Submitted By Organization: CT D05 - Whitley Gardens Field Laboratory
Sample Organization Contact: 805-540-9933
Type of Sample: Acceptance
Type of Material: Concrete
Sample Taken Date: 07/14/2025
Date that the sample was received by the laboratory/organization performing the testing: 07/15/2025
The quantity of what the sample constitutes: DS-2, DS-3, DS5
A brief description of the sample: 4x8 concrete cylinders
From where was the sample collected: Manufacturer
Laboratory sample identification: 250714 590RN1010- Set 1
Structure unique identifier:
Structure name: DS-2 WW, DS-3 HWB, DS-5 HWB
The fabricator/manufacturer/facility name: CalPortland Paso Robles
The concrete mix design number: 590RN1010
The truck number from where the sample was collected:
The batch plant ticket number from where the sample was collected: NA
Concrete batch plant:
The fabricator/manufacturer designation for the sample:
A detailed description of where the material sample was collected: Mix Truck
Where the material sample would have been placed if not sampled:
From Lot No.:
Bag Lot No.:
DIME Test ID: 2025-07-14-111-1
Test Method: CTM 521-June 2020: Method of Test for Compressive Strength of Molded Concrete Cylinders
Verified Date: 08/11/2025
Date Tested: 08/11/2025
Submitted By Organization: CT D05 - Whitley Gardens Field Laboratory
Organization Address: 102 South Whitley Gardens Drive,
Organization City: Paso Robles
Organization State: CA
Organization Zipcode: 93346
Organization Email: kyle.engen@dot.ca.gov
Organization Phone: (805) 540-9933
General Comments for this Test:
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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4.01 in
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Average diameter of cylinder 2
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4.01 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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12.63 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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4060 psi
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Maximum load on cylinder 1
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50768 lb
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Maximum load on cylinder 2
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51337 lb
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Maximum load on cylinder 3
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51664 lb
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Compressive strength of cylinder 1
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4019.6 psi
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Type of fracture pattern of cylinder 1
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4
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Compressive strength of cylinder 2
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4064.7 psi
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Compressive strength of cylinder 3
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4090.6 psi
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Type of fracture pattern of cylinder 2
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4
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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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