Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 993589 DEA: 100T6804 EFIS: 1017000005
QA Service Level: 1
DIST-CO-RTE-PM: 10-MER-5,165,152,33-Var
Work Description: SHOULDER AND RAMP WIDENING, COLD PLANE, HMA PAVING AND DIKES.
Location Description: MERCED COUNTY AT ROUTE 5/165 SEPARATION AND AT ROUTE 152/33 SEPARATION
Contractor Name: Granite Rock Company - Greg Oliveira
Contractor Address: 2280 Bates Avenue, Suite #200, Concord, CA 94520
Resident Engineer: Harminder Deol (Ryan Wilson) Structure Rep.: Unknown
DIME Sample ID: 2023-08-15-54
TL Number from the TL Form: 033250
Sample Submitted By Organization: CT D10 - District 10 Materials Laboratory
Sample Organization Contact: (209) 948-7567
Type of Sample: Quality Assurance
Type of Material: Hot Mix Asphalt
Sample Taken Date: 08/15/2023
Date that the sample was received by the laboratory/organization performing the testing: 08/18/2023
The quantity of what the sample constitutes: 32 boxes
A brief description of the sample: 3/4 HMA-A
From where was the sample collected: Manufacturer
Laboratory sample identification: 23-H-179
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Teichert Materials Vernalis
DIME Test ID: 2023-08-15-54-1
Test Method: AASHTO T209-12: Standard Method of Test for Theoretical Maximum Specific Gravity (Gmm) and Density of Asphalt Mixtures (Maximum Specific Gravity)
Verified Date: 08/25/2023
Date Tested: 08/25/2023
Submitted By Organization: CT D10 - District 10 Materials Laboratory
Organization Address: 1976 East Dr. Martin Luther King Jr. Boulevard,
Organization City: Stockton
Organization State: CA
Organization Zipcode: 95205
Organization Email: mandeep.dhesi@dot.ca.gov
Organization Phone: (209) 948-7567
General Comments for this Test:
Test Result Compliance: not applicable
Additional Comments When Verified:
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Number of tests
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1
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What is the unit of measurement for theoretical density?
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US Units
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Mass Determination
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Water
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Specific Gravity for Sample 1
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2.483
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Theoretical maximum density at 25°C (77°F)
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154.5 lb/ft^3
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DIME Test ID: 2023-08-15-54-2
Test Method: AASHTO T275-07r12: Standard Method of Test for Bulk Specific Gravity (Gmb) of Compacted Asphalt Mixtures Using Paraffin-Coated Specimens (Bulk Specific Gravity)
Verified Date: 08/25/2023
Date Tested: 08/25/2023
Submitted By Organization: CT D10 - District 10 Materials Laboratory
Organization Address: 1976 East Dr. Martin Luther King Jr. Boulevard,
Organization City: Stockton
Organization State: CA
Organization Zipcode: 95205
Organization Email: mandeep.dhesi@dot.ca.gov
Organization Phone: (209) 948-7567
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
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Bulk Specific Gravity
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2.399
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DIME Test ID: 2023-08-15-54-3
Test Method: AASHTO T269-14: Standard Method of Test for Percent Air Voids in Compacted Dense and Open Asphalt Mixtures (Air Void)
Verified Date: 08/25/2023
Date Tested: 08/25/2023
Submitted By Organization: CT D10 - District 10 Materials Laboratory
Organization Address: 1976 East Dr. Martin Luther King Jr. Boulevard,
Organization City: Stockton
Organization State: CA
Organization Zipcode: 95205
Organization Email: mandeep.dhesi@dot.ca.gov
Organization Phone: (209) 948-7567
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
DIME Test ID: 2023-08-15-54-4
Test Method: AASHTO T308-10: Standard Method of Test for Determining the Asphalt Binder Content of Hot Mix Asphalt (HMA) by the Ignition Method (Method A) (Asphalt Binder Content)
Verified Date: 08/25/2023
Date Tested: 08/25/2023
Submitted By Organization: CT D10 - District 10 Materials Laboratory
Organization Address: 1976 East Dr. Martin Luther King Jr. Boulevard,
Organization City: Stockton
Organization State: CA
Organization Zipcode: 95205
Organization Email: mandeep.dhesi@dot.ca.gov
Organization Phone: (209) 948-7567
General Comments for this Test:
Test Result Compliance: does not comply
Additional Comments When Verified:
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What temperature unit is used?
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Celsius
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Test procedure used?
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Method A
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Mass of HMA Sample prior to ignition
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2080 g
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Corrected Asphalt Binder Content
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5.46 %
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Mass Loss
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136.8 g
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Correction Factor (Percent by mass of HMA Specimen)
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0.97 %
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Moisture Content
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no data0 %
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Temperature Compensation Factor
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0.14 %
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Test Temperature
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538 C
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