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Sample Record for 2025-05-22-70

Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.

Project Information

Project ID: 995450 DEA: 09368004 EFIS: 0917000011 QA Service Level: 1
DIST-CO-RTE-PM: 09-MNO-395-91.6/93.4
Work Description: HOT MIX ASPHALT (TYPE A), RAIL ELEMENT WALL, AND ROADWAY EXCAVATION.
Location Description: MONO COUNTY ABOUT 16 MILES NORTH OF BRIDGEPORT FROM BURCHAM FLAT ROAD TO 0.3 MILE SOUTH OF ROUTE 108
Contractor Name: PAPICH CONSTRUCTION COMPANY, INC.
Contractor Address: Unknown
Resident Engineer: raj bharathan Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2025-05-22-70
TL Number from the TL Form: PCC-03
Sample Submitted By Organization: CT D09 - Bishop Field Laboratory
Sample Organization Contact: (760) 872-5211
Type of Sample: Acceptance
Type of Material: Concrete
Sample Taken Date: 05/22/2025
Date that the sample was received by the laboratory/organization performing the testing: 05/26/2025
The quantity of what the sample constitutes: 4 PCC Cylinders
A brief description of the sample: 6x12 PCC Cylinders
From where was the sample collected: Job Site
Laboratory sample identification: 4606
Structure unique identifier:
Structure name: Little Walker Cattle Guard
The fabricator/manufacturer/facility name: 7-11 Materials Bishop

Material Information

The concrete mix design number: 1
The truck number from where the sample was collected:
The batch plant ticket number from where the sample was collected: 1
Concrete batch plant:
The fabricator/manufacturer designation for the sample:
A detailed description of where the material sample was collected: 1st part of Truck
Where the material sample would have been placed if not sampled:
From Lot No.:
Bag Lot No.:
Test results on following page(s): 1

Test Results

Test 1 of 1

DIME Test ID: 2025-05-22-70-1
Test Method: CTM 521-June 2020: Method of Test for Compressive Strength of Molded Concrete Cylinders
Verified Date: 06/19/2025
Date Tested: 06/19/2025
Submitted By Organization: CT D09 - Bishop Field Laboratory
Organization Address: 500 South Main Street,
Organization City: Bishop
Organization State: CA
Organization Zipcode: 93514
Organization Email: chris.talbot@dot.ca.gov
Organization Phone: (760) 872-0794
General Comments for this Test: Little Walker Cattle Guard
Test Result Compliance: complies
Additional Comments When Verified:
Unit system used? US Units
Number of specimens 2
Test performed With no density determined
Capped in accordance with? ASTM C617 - Sulfur Mortar Cap
Average diameter of cylinder 1 6.00 in
Average diameter of cylinder 2 6.00 in
Cross sectional area of cylinder 1 28.27 in^2
Cross sectional area of cylinder 2 28.27 in^2
Compressive strength (to nearest 10 psi) 4390 psi
Maximum load on cylinder 1 124620 lb
Maximum load on cylinder 2 123710 lb
Compressive strength of cylinder 1 4408.2 psi
Type of fracture pattern of cylinder 1 1
Compressive strength of cylinder 2 4376.0 psi
Type of fracture pattern of cylinder 2 1
Comment on any defect in either specimen or caps (Max 250 Characters) no data
Correction factor for cylinder 1 1
Correction factor for cylinder 2 1
Age of specimen 28 days
Age of specimen in hours no data0 hours