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Sample Record for 2026-04-08-58

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

Project Information

Project ID: 1000541 DEA: 09374704 EFIS: 0918000019 QA Service Level: 1
DIST-CO-RTE-PM: 09-INY-168,395-17.6/18.3,114.9/117.8
Work Description: HMA (TYPE A), MINOR CONCRETE, AND LIGHTING.
Location Description: INYO COUNTY IN AND NEAR BISHOP ON ROUTE 395 FROM 0.1 MILE SOUTH OF JAY STREET TO BARLOW LANE AND ON ROUTE 168 FROM PIONEER LANE TO ROUTE 395
Contractor Name: PAPICH CONSTRUCTION COMPANY, INC.
Contractor Address: P.O. BOX 2210, PISMO BEACH, CA 93448-2210
Resident Engineer: Matthew Gonzalez Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2026-04-08-58
TL Number from the TL Form: 5280
Sample Submitted By Organization: CT D09 - Bishop Field Laboratory
Sample Organization Contact: (760) 872-5211
Type of Sample: Quality Assurance
Type of Material: Aggregate
Sample Taken Date: 04/08/2026
Date that the sample was received by the laboratory/organization performing the testing: 04/08/2026
The quantity of what the sample constitutes: 2 bags of aggregate
A brief description of the sample: Class 2 Aggregate Base
From where was the sample collected: Source
Laboratory sample identification: AB-3
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Granite 5 Bridges Plant Bishop

Material Information

Source Identification (SMARA, name of Pit or Job Site): 00
The fabricator's/manufacturer's product name for the sample:
The fabricator/manufacturer designation for the sample:
The plant number:
A detailed description of where the material sample was collected: Stockpile at Plant
Where the material sample would have been placed if not sampled:
Primary Aggregate Nominal Size: 3/4 inch
The concrete mix design number:
Lot number:
Sublot number:
Aggregate Mix Number:
Test results on following page(s): 2

Test Results

Test

DIME Test ID: 2026-04-08-58-1
Test Method: AASHTO T176-08: Standard Method of Test for Plastic Fines in Graded Aggregates and Soils by Use of the Sand Equivalent Test (Sand Equivalent)
Verified Date: 04/21/2026
Date Tested: 04/21/2026
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: AB-3
Test Result Compliance: complies
Additional Comments When Verified:
Sand Equivalent 62

Test

DIME Test ID: 2026-04-08-58-2
Test Method: AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)
Verified Date: 04/21/2026
Date Tested: 04/09/2026
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: Cl 2 AB
Test Result Compliance: complies
Additional Comments When Verified:
What type of gradation is being tested? Combined Gradation
Cumulative percent passing the 2 in. sieve 100 %
Cumulative percent passing the 1 1/2 in. sieve 100 %
Cumulative percent passing the 1 in. sieve 100 %
Cumulative percent passing the 3/4 in. sieve 95 %
Cumulative percent passing the 1/2 in. sieve 80 %
Cumulative percent passing the 3/8 in. sieve 74 %
Cumulative percent passing the #4 sieve 63 %
Cumulative percent passing the #8 sieve 54 %
Cumulative percent passing the #16 sieve 42 %
Cumulative percent passing the #30 sieve 27 %
Cumulative percent passing the #50 sieve 13 %
Cumulative percent passing the #100 sieve 7 %
Cumulative percent passing the #200 sieve 4.5 %