Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 994399 DEA: 09378704 EFIS: 0919000001
QA Service Level: 1
DIST-CO-RTE-PM: 09-MNO-395-55.5/58.2
Work Description: PARTIAL DEPTH RECYCLE AND HMA (TYPE A).
Location Description: MONO COUNTY NEAR LEE VINING FROM 0.2 MILE SOUTH OF CEMETERY ROAD TO ROUTE 167
Contractor Name: GRANITE CONSTRUCTION COMPANY
Contractor Address: Unknown
Resident Engineer: David Carruba Structure Rep.: Unknown
DIME Sample ID: 2023-08-15-11
TL Number from the TL Form:
Sample Submitted By Organization: CT D09 - Bishop Field Laboratory
Sample Organization Contact: (760) 872-5211
Type of Sample: Department Acceptance
Type of Material: Aggregate
Sample Taken Date: 08/15/2023
Date that the sample was received by the laboratory/organization performing the testing: 08/15/2023
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: Source
Laboratory sample identification: SB-01
Structure unique identifier:
Structure name: Hwy 395 / Cemetery Rd
The fabricator/manufacturer/facility name: Granite Lee Vining
Source Identification (SMARA, name of Pit or Job Site): Granite Lee Vining
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 @ 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:
DIME Test ID: 2023-08-15-11-1
Test Method: AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)
Verified Date: 08/21/2023
Date Tested: 08/21/2023
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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What type of gradation is being tested?
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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
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100 %
|
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Cumulative percent passing the 3/4 in. sieve
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94 %
|
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Cumulative percent passing the 1/2 in. sieve
|
68 %
|
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Cumulative percent passing the 3/8 in. sieve
|
57 %
|
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Cumulative percent passing the #4 sieve
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44 %
|
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Cumulative percent passing the #8 sieve
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37 %
|
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Cumulative percent passing the #16 sieve
|
31 %
|
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Cumulative percent passing the #30 sieve
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26 %
|
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Cumulative percent passing the #50 sieve
|
20 %
|
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Cumulative percent passing the #100 sieve
|
15 %
|
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Cumulative percent passing the #200 sieve
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10 %
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DIME Test ID: 2023-08-15-11-2
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: 08/21/2023
Date Tested: 08/21/2023
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: 2023-08-15-11-3
Test Method: AASHTO T335-09r13: Standard Method of Test for Determining the Percentage of Fracture in Coarse Aggregate (Percent of Crushed Particles)
Verified Date: 08/21/2023
Date Tested: 08/21/2023
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
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2 - Individual Fracture Determination
|
|
Aggregate Size and Fracture Type
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Coarse 1 and 2 Faced
|
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Weighted average percentage of fractured, coarse, 2 faced particles
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85.3 %
|
|
Weighted average percentage of fractured, coarse, 1 faced particles
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91.1 %
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