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Sample Record for 2024-08-07-100

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

Project Information

Project ID: 995029 DEA: 010K3104 EFIS: 0120000062 QA Service Level: 1
DIST-CO-RTE-PM: 01-MEN-101-30.8/R33.8
Work Description: Calpella Cable Median Barrier
Location Description: MENDOCINO COUNTY NEAR UKIAH FROM ROUTE 101/20 SEPARATION TO 0.1 MILE SOUTH OF UVA DRIVE/NORTH STATE STREET
Contractor Name: MERCER FRASER COMPANY
Contractor Address: Unknown
Resident Engineer: Daniel Kraft Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2024-08-07-100
TL Number from the TL Form:
Sample Submitted By Organization: CT D01 - District 1 Materials Laboratory
Sample Organization Contact: (707) 496-0974
Type of Sample: Acceptance
Type of Material: Hot Mix Asphalt
Sample Taken Date: 08/07/2024
Date that the sample was received by the laboratory/organization performing the testing: 07/24/2024
The quantity of what the sample constitutes: 750 Tons
A brief description of the sample: 1/2" HMA-A 15% RAP PG 64-16
From where was the sample collected: Manufacturer
Laboratory sample identification: 24-157
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: BoDean Santa Rosa

Material Information

HMA Type: Type A HMA
HMA Grading: 1/2 inch
Lot number: 1
Sublot number: 6
HMA Mix Number: 600SPW 16
Binder content (%):
Virgin binder PG:
Design binder PG:
Binder Supplier:
RAP content (%):
WMA Additives:
Antistrip type:

Test Results

Test 1 of 2

DIME Test ID: 2024-08-07-100-1
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: 08/20/2024
Date Tested: 08/13/2024
Submitted By Organization: CT D01 - District 1 Materials Laboratory
Organization Address: 1050 River Ranch Road,
Organization City: Fortuna
Organization State: California
Organization Zipcode: 95540
Organization Email: leif.ayres@dot.ca.gov
Organization Phone: (707) 496-0974
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
What temperature unit is used? Celsius
Test procedure used? Method A
Mass of HMA Sample prior to ignition 1705.7 g
Corrected Asphalt Binder Content 5.4 %
Mass Loss 103.8 g
Correction Factor (Percent by mass of HMA Specimen) 0.69 %
Moisture Content no data0 %
Temperature Compensation Factor no data0 %
Test Temperature 482 C

Test 2 of 2

DIME Test ID: 2024-08-07-100-2
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: 08/20/2024
Date Tested: 08/20/2024
Submitted By Organization: CT D01 - District 1 Materials Laboratory
Organization Address: 1050 River Ranch Road,
Organization City: Fortuna
Organization State: California
Organization Zipcode: 95540
Organization Email: leif.ayres@dot.ca.gov
Organization Phone: (707) 496-0974
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
Number of Samples 1
What is the unit of measurement for theoretical density? US Units
Mass Determination Air
Specific Gravity for Sample 1 2.618
Theoretical maximum density at 25°C (77°F) 163 lb/ft^3