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Sample Record for 2024-09-20-25

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: 2024-09-20-25
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: 09/20/2024
Date that the sample was received by the laboratory/organization performing the testing: 09/20/2024
The quantity of what the sample constitutes: 750 Tons
A brief description of the sample: 3/4" Coldfeed & RAP
From where was the sample collected: Source
Laboratory sample identification: CF-6
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Granite Lee Vining Plant

Material Information

Source Identification (SMARA, name of Pit or Job Site): 00-00-0000
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: Sample Device 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 1 of 2

DIME Test ID: 2024-09-20-25-2
Test Method: AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)
Verified Date: 09/24/2024
Date Tested: 09/23/2024
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: CF-6 Agg
Test Result Compliance: complies
Additional Comments When Verified:
What type of gradation is being tested? HMA Gradation
Cumulative percent passing the 2 in. sieve no data
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 95.5 %
Cumulative percent passing the 1/2 in. sieve 80.8 %
Cumulative percent passing the 3/8 in. sieve 73.5 %
Cumulative percent passing the #4 sieve 55 %
Cumulative percent passing the #8 sieve 38.6 %
Cumulative percent passing the #16 sieve 27.8 %
Cumulative percent passing the #30 sieve 20.4 %
Cumulative percent passing the #50 sieve 13.5 %
Cumulative percent passing the #100 sieve 8.2 %
Cumulative percent passing the #200 sieve 4.2 %

Test 2 of 2

DIME Test ID: 2024-09-20-25-3
Test Method: AASHTO T30-19: Standard Method of Test for Mechanical Analysis of Extracted Aggregate (Mechanical Analysis)
Verified Date: 09/24/2024
Date Tested: 09/23/2024
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: CF-6 RAP
Test Result Compliance: complies
Additional Comments When Verified:
Is an aggregate correction factor used? Yes
Aggregate correction factor for the 2 in. sieve (% passing) no data0 %
Aggregate correction factor for the 1 1/2 in. sieve (% passing) no data0 %
Aggregate correction factor for the 1 in. sieve (% passing) no data0 %
Aggregate correction factor for the 3/4 in. sieve (% passing) no data0 %
Aggregate correction factor for the 1/2 in. sieve (% passing) no data0 %
Aggregate correction factor for the 3/8 in. sieve (% passing) -0.1 %
Aggregate correction factor for the #4 sieve (% passing) 5.2 %
Aggregate correction factor for the #8 sieve (% passing) 2.3 %
Aggregate correction factor for the #16 sieve (% passing) -1.1 %
Aggregate correction factor for the #30 sieve (% passing) -5.6 %
Aggregate correction factor for the #50 sieve (% passing) -4.2 %
Aggregate correction factor for the #100 sieve (% passing) -2.2 %
Aggregate correction factor for the #200 sieve (% passing) -1.3 %
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 100 %
Cumulative percent passing the 1/2 in. sieve 100 %
Cumulative percent passing the 3/8 in. sieve 100 %
Cumulative percent passing the #4 sieve 74 %
Cumulative percent passing the #8 sieve 48 %
Cumulative percent passing the #16 sieve 30 %
Cumulative percent passing the #30 sieve 19 %
Cumulative percent passing the #50 sieve 13 %
Cumulative percent passing the #100 sieve 10 %
Cumulative percent passing the #200 sieve 7.8 %

Tests Assigned to this Sample

DIME Test IDTest MethodAssigned DateTest DateAssigned ByAssigned LabTest CommentsAssigned To
2024-09-20-25-1AASHTO T176-08: Standard Method of Test for Plastic Fines in Graded Aggregates and Soils by Use of the Sand Equivalent Test (Sand Equivalent)09/23/2024Not scheduledDerek CarringtonCT D09 - Bishop Field LaboratoryDerek Carrington