Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 1001927 DEA: 070Y2204 EFIS: 0724000151
QA Service Level: 1
DIST-CO-RTE-PM: 07---unknown
Work Description:
Location Description: In VENTURA COUNTY FROM ABOUT 6.2 MILES NORTH OF OJAI FROM SOUTH OF MATILIJA TUNNEL TO 0.3 MILE SOUTH OF BEAR CREEK
Contractor Name: Nationwide Shotcrete
Contractor Address: 23638 lyons avenue, Newhall, CA, 91321
Resident Engineer: Justin Saeidian Structure Rep.: Hussam Buran
DIME Sample ID: 2026-05-07-49
TL Number from the TL Form: 5072026
Sample Submitted By Organization: CT D07 - Materials Field Laboratory, Unit 1953
Sample Organization Contact: (213) 817-0387
Type of Sample: Acceptance
Type of Material: Concrete
Sample Taken Date: 05/07/2026
Date that the sample was received by the laboratory/organization performing the testing: 05/12/2026
The quantity of what the sample constitutes: 130 CY
A brief description of the sample: 4X8 PCC cylinders
From where was the sample collected: Job Site
Laboratory sample identification: 26-131
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Nationwide Shotcrete
The concrete mix design number: XX 5000 3/8" SC SF
The truck number from where the sample was collected: 100064145
The batch plant ticket number from where the sample was collected: 32E07
Concrete batch plant: Cemex
The fabricator/manufacturer designation for the sample:
A detailed description of where the material sample was collected: Coring Nozzle
Where the material sample would have been placed if not sampled:
From Lot No.:
Bag Lot No.:
DIME Test ID: 2026-05-07-49-1
Test Method: CTM 521-June 2020: Method of Test for Compressive Strength of Molded Concrete Cylinders
Verified Date: 05/15/2026
Date Tested: 05/14/2026
Submitted By Organization: CT D07 - Materials Field Laboratory, Unit 1953
Organization Address: 1940 South Workman Mill Road,
Organization City: Whittier
Organization State: CA
Organization Zipcode: 90601
Organization Email: chad.chotibhongs@dot.ca.gov
Organization Phone: (213) 407-6963
General Comments for this Test:
Test Result Compliance: not applicable
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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4.02 in
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Average diameter of cylinder 2
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4.02 in
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Average diameter of cylinder 3
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3.99 in
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Cross sectional area of cylinder 1
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12.69 in^2
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Cross sectional area of cylinder 2
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12.69 in^2
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Cross sectional area of cylinder 3
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12.5 in^2
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Compressive strength (to nearest 10 psi)
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4950 psi
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Maximum load on cylinder 1
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63522 lb
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Maximum load on cylinder 2
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63228 lb
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Maximum load on cylinder 3
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60919 lb
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Compressive strength of cylinder 1
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5005.7 psi
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Type of fracture pattern of cylinder 1
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2
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Compressive strength of cylinder 2
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4982.5 psi
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Compressive strength of cylinder 3
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4873.5 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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7 days
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Age of specimen in hours
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no data0 hours
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