Sample Record for 2026-06-12-9
Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project Information
Project ID: 1001372 DEA: 09374504 EFIS: 0918000017
QA Service Level: 1
DIST-CO-RTE-PM: 09-INY-395-56.8/57.4,57.9/R58.3
Work Description: CONSTRUCT SIDEWALK, CURB RAMPS, AND DRAINAGE.
Location Description: INYO COUNTY AT AND NEAR LONE PINE FROM TEYA ROAD TO EAST INYO STREET AND FROM BEGOLE STREET TO EAST LUBKEN AVENUE
Contractor Name: CALIFORNIA HIGHWAY CONSTRUCTION GROUP, INC.
Contractor Address: Unknown
Resident Engineer: Unknown Structure Rep.: Unknown
Sample Information
DIME Sample ID: 2026-06-12-9
TL Number from the TL Form:
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: 06/12/2026
Date that the sample was received by the laboratory/organization performing the testing: 06/12/2026
The quantity of what the sample constitutes: 2 bags
A brief description of the sample: Class 2 Aggregate Base
From where was the sample collected: Job Site
Laboratory sample identification: AB-1
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Grinding Rock - Independence
Material Information
Source Identification (SMARA, name of Pit or Job Site): Grinding Rock - Pit Source
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: Curb and gutter near county sheriff lone pine
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
Test
DIME Test ID: 2026-06-12-9-1
Test Method: AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)
Verified Date: 06/16/2026
Date Tested: 06/16/2026
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: Class II Agg Base Blend. Fails CL 2 Agg Base Specs. Out on the #4, #30 and #200 Screens.
Test Result Compliance: does not comply
Additional Comments When Verified:
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What type of gradation is being tested?
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Combined Gradation
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Cumulative percent passing the 2 in. sieve
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100 %
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Cumulative percent passing the 1 1/2 in. sieve
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100 %
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Cumulative percent passing the 1 in. sieve
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100 %
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Cumulative percent passing the 3/4 in. sieve
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100 %
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Cumulative percent passing the 1/2 in. sieve
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93 %
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Cumulative percent passing the 3/8 in. sieve
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86 %
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Cumulative percent passing the #4 sieve
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72 %
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Cumulative percent passing the #8 sieve
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58 %
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Cumulative percent passing the #16 sieve
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46 %
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Cumulative percent passing the #30 sieve
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34 %
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Cumulative percent passing the #50 sieve
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24 %
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Cumulative percent passing the #100 sieve
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16 %
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Cumulative percent passing the #200 sieve
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9.7 %
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