Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 1000232 DEA: 09392304
QA Service Level: 1
DIST-CO-RTE-PM: 09-MNO-120,182-Var
Work Description: RECYCLE PAVEMENT, PLACE HMA, AND INSTALL GUARDRAIL.
Location Description: MONO COUNTY AT VARIOUS LOCATIONS
Contractor Name: Unknown
Contractor Address: Unknown
Resident Engineer: Unknown Structure Rep.: Unknown
DIME Sample ID: 2026-08-25-15
TL Number from the TL Form:
Sample Submitted By Organization: CT D09 - Bishop Field Laboratory
Sample Organization Contact: (760) 872-5211
Type of Sample: Acceptance
Type of Material: Aggregate
Sample Taken Date: 08/25/2026
Date that the sample was received by the laboratory/organization performing the testing: 08/25/2026
The quantity of what the sample constitutes: 2 Bags of Shoulder Backing
A brief description of the sample: 3/4" Shoulder Backing
From where was the sample collected: Job Site
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Hunewell
Source Identification (SMARA, name of Pit or Job Site): Jobsite
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 @ Yard
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:
DIME Test ID: 2026-08-25-15-1
Test Method: AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)
Verified Date: 08/26/2026
Date Tested: 08/26/2026
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: SB-01
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
|
96 %
|
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Cumulative percent passing the 1/2 in. sieve
|
79 %
|
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Cumulative percent passing the 3/8 in. sieve
|
71 %
|
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Cumulative percent passing the #4 sieve
|
56 %
|
|
Cumulative percent passing the #8 sieve
|
46 %
|
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Cumulative percent passing the #16 sieve
|
36 %
|
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Cumulative percent passing the #30 sieve
|
27 %
|
|
Cumulative percent passing the #50 sieve
|
20 %
|
|
Cumulative percent passing the #100 sieve
|
14 %
|
|
Cumulative percent passing the #200 sieve
|
10 %
|
DIME Test ID: 2026-08-25-15-2
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: 08/26/2026
Date Tested: 08/26/2026
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: SB-01
Test Result Compliance: complies
Additional Comments When Verified:
DIME Test ID: 2026-08-25-15-3
Test Method: AASHTO T335-09r13: Standard Method of Test for Determining the Percentage of Fracture in Coarse Aggregate (Percent of Crushed Particles)
Verified Date: 08/26/2026
Date Tested: 08/26/2026
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: SB-01
Test Result Compliance: complies
Additional Comments When Verified:
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Method
|
1 - Combined Fracture Determination
|
|
Aggregate Size and Fracture Type
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Coarse 1 and 2 Faced
|
|
Percentage of fractured, coarse, 2 faced particles tested
|
68.2 %
|
|
Percentage of fractured, coarse, 1 faced particles tested
|
89.6 %
|
