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Sample Record for 2024-09-26-7

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: 2024-09-26-7
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: Hot Mix Asphalt
Sample Taken Date: 09/26/2024
Date that the sample was received by the laboratory/organization performing the testing: 09/26/2024
The quantity of what the sample constitutes: 8 Boxes for (0 - 750) Tons
A brief description of the sample: 3/4" HMA
From where was the sample collected: Supplier
Laboratory sample identification: HMA 18
Structure unique identifier:
Structure name: Hwy 395 / Sonora Junction
The fabricator/manufacturer/facility name: Granite Lee Vining

Material Information

HMA Type: Type A HMA
HMA Grading: 3/4 inch
Lot number:
Sublot number:
HMA Mix Number: 13766
Binder content (%):
Virgin binder PG:
Design binder PG:
Binder Supplier:
RAP content (%):
WMA Additives:
Antistrip type:
Test results on following page(s): 2

Test Results

Test 1 of 2

DIME Test ID: 2024-09-26-7-1
Test Method: AASHTO T209-22: Standard Method of Test for Theoretical Maximum Specific Gravity (Gmm) and Density of Asphalt Mixtures (Maximum Specific Gravity)
Verified Date: 09/27/2024
Date Tested: 09/27/2024
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: HMA-18
Test Result Compliance: complies
Additional Comments When Verified:
Number of Samples 1
What is the unit of measurement for theoretical density? US Units
Mass Determination Air
Method Performed Mechanical Agitation - Method A
Mass of container filled with water 1 7310.5 grams
Mass of oven-dry sample in air for Sample 1 2083.3 grams
Mass of container filled with the sample and water for Sample 1 8549.2 grams
Temperature of Water 77.2 °F
Specific Gravity for Sample 1 2.467
Theoretical maximum density at 25°C (77°F) 153.6 lb/ft^3

Test 2 of 2

DIME Test ID: 2024-09-26-7-2
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: 09/27/2024
Date Tested: 09/27/2024
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: HMA-18
Test Result Compliance: complies
Additional Comments When Verified:
What temperature unit is used? Celsius
Test procedure used? Method A
Mass of the specimen basket assembly 4273.6 g
Mass of the specimen and specimen basket assembly prior to ignition 6398.4 g
Mass of HMA Sample prior to ignition 2124.8 g
Corrected Asphalt Binder Content 4.69 %
Mass Loss 110.9 g
Mass of aggregate remaining after ignition 2013.9 g
Correction Factor (Percent by mass of HMA Specimen) 0.53 %
Moisture Content no data0 %
Temperature Compensation Factor no data0 %
Test Temperature 538 C