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Sample Record for 2023-07-25-7

Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.

Project Information

Project ID: 994602 DEA: 09392004 EFIS: 0922000036 QA Service Level: 1
DIST-CO-RTE-PM: 09-INY-395-44.9/50.9,52.9/54.5
Work Description: HOT MIX ASPHALT (TYPE-A), SHOULDER BACKING, AND STRIPING.
Location Description: INYO COUNTY NEAR LONE PINE FROM 1.3 MILES SOUTH OF COTTONWOOD ROAD TO 2 MILES NORTH OF BARTLETT ROAD AND FROM 0.3 MILE SOUTH OF LUBKEN CANYON ROAD TO 1.1 MILES SOUTH OF GOLF COURSE ROAD
Contractor Name: SULLY-MILLER CONTRACTING COMPANY
Contractor Address: Unknown
Resident Engineer: Unknown Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2023-07-25-7
TL Number from the TL Form:
Sample Submitted By Organization: CT D09 - Bishop Field Laboratory
Sample Organization Contact: (760) 872-5211
Type of Sample: Department Acceptance
Type of Material: Hot Mix Asphalt
Sample Taken Date: 07/25/2023
Date that the sample was received by the laboratory/organization performing the testing: 07/26/2023
The quantity of what the sample constitutes: 1 box
A brief description of the sample: 1/2" HMA
From where was the sample collected: Job Site
Laboratory sample identification: HMA 1
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Blue Diamond-Victorville

Material Information

HMA Type: Type A HMA
HMA Grading: 1/2 inch
Lot number:
Sublot number:
HMA Mix Number:
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: 2023-07-25-7-1
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: 07/27/2023
Date Tested: 07/26/2023
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: 1/2" HMA-01
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 1701.7 grams
Mass of container filled with the sample and water for Sample 1 8320.1 grams
Temperature of Water 77.3 °F
Specific Gravity for Sample 1 2.459
Theoretical maximum density at 25°C (77°F) 153.1 lb/ft^3

Test 2 of 2

DIME Test ID: 2023-07-25-7-2
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: 07/27/2023
Date Tested: 07/26/2023
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: 1/2" HMA-01
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 4243 g
Mass of the specimen and specimen basket assembly prior to ignition 5917.8 g
Mass of HMA Sample prior to ignition 1674.8 g
Corrected Asphalt Binder Content 5.15 %
Mass Loss 101 g
Mass of aggregate remaining after ignition 1573.8 g
Correction Factor (Percent by mass of HMA Specimen) 0.88 %
Moisture Content no data0 %
Temperature Compensation Factor no data0 %
Test Temperature 538 C