Sample Record for 2024-09-14-3
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: 2024-09-14-3
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: 09/14/2024
Date that the sample was received by the laboratory/organization performing the testing: 09/16/2024
The quantity of what the sample constitutes: Production Start Up Evaluation
A brief description of the sample: 1/2" Coldfeed & RAP
From where was the sample collected: Source
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Granite Lee Vining
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: 1/2 inch
The concrete mix design number:
Lot number:
Sublot number:
Aggregate Mix Number:
Test Results
Test 1 of 4
DIME Test ID: 2024-09-14-3-1
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: 09/18/2024
Date Tested: 09/17/2024
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: PSE-CF-1
Test Result Compliance: complies
Additional Comments When Verified:
Test 2 of 4
DIME Test ID: 2024-09-14-3-2
Test Method: AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)
Verified Date: 09/18/2024
Date Tested: 09/17/2024
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: PSE-CF-1 Agg
Test Result Compliance: complies
Additional Comments When Verified:
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What type of gradation is being tested?
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HMA Gradation
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|
Cumulative percent passing the 2 in. sieve
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no data
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|
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
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95.1 %
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|
Cumulative percent passing the 3/8 in. sieve
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83.5 %
|
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Cumulative percent passing the #4 sieve
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56.8 %
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Cumulative percent passing the #8 sieve
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37.9 %
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Cumulative percent passing the #16 sieve
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25.6 %
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Cumulative percent passing the #30 sieve
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17.8 %
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Cumulative percent passing the #50 sieve
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11.5 %
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Cumulative percent passing the #100 sieve
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6.8 %
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Cumulative percent passing the #200 sieve
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3.3 %
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Test 3 of 4
DIME Test ID: 2024-09-14-3-3
Test Method: AASHTO T30-19: Standard Method of Test for Mechanical Analysis of Extracted Aggregate (Mechanical Analysis)
Verified Date: 09/18/2024
Date Tested: 09/17/2024
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: PSE-CF-1 RAP
Test Result Compliance: complies
Additional Comments When Verified:
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Is an aggregate correction factor used?
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Yes
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Aggregate correction factor for the 2 in. sieve (% passing)
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no data0 %
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Aggregate correction factor for the 1 1/2 in. sieve (% passing)
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no data0 %
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Aggregate correction factor for the 1 in. sieve (% passing)
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no data0 %
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|
Aggregate correction factor for the 3/4 in. sieve (% passing)
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no data0 %
|
|
Aggregate correction factor for the 1/2 in. sieve (% passing)
|
no data0 %
|
|
Aggregate correction factor for the 3/8 in. sieve (% passing)
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-0.1 %
|
|
Aggregate correction factor for the #4 sieve (% passing)
|
5.2 %
|
|
Aggregate correction factor for the #8 sieve (% passing)
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2.3 %
|
|
Aggregate correction factor for the #16 sieve (% passing)
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-1.1 %
|
|
Aggregate correction factor for the #30 sieve (% passing)
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-5.6 %
|
|
Aggregate correction factor for the #50 sieve (% passing)
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-4.2 %
|
|
Aggregate correction factor for the #100 sieve (% passing)
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-2.2 %
|
|
Aggregate correction factor for the #200 sieve (% passing)
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-1.3 %
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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
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73 %
|
|
Cumulative percent passing the #8 sieve
|
47 %
|
|
Cumulative percent passing the #16 sieve
|
31 %
|
|
Cumulative percent passing the #30 sieve
|
18 %
|
|
Cumulative percent passing the #50 sieve
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13 %
|
|
Cumulative percent passing the #100 sieve
|
10 %
|
|
Cumulative percent passing the #200 sieve
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7.4 %
|
Test 4 of 4
DIME Test ID: 2024-09-14-3-4
Test Method: AASHTO T304-11: Standard Method of Test for Uncompacted Void Content of Fine Aggregate (Fine of Crushed Particles)
Verified Date: 09/18/2024
Date Tested: 09/17/2024
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: PSE-CF-1
Test Result Compliance: complies
Additional Comments When Verified:
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What test method is performed?
|
Method A
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|
Bulk dry specific gravity
|
2.619
|
|
Average uncompacted voids
|
45.5 %
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