Summary for Test 2024-11-06-45-1

Test performed: AASHTO T308-10

Project Information

Project IdentifiersProject ID: 994319
DEA: 023J7104
EFIS: 0222000076
DIST-CO-RTE-PM02-PLU-89-8.7/12.9
Award Date11/29/2022
Closeout Date04/21/2025
Work DescriptionPLACE HOT MIX ASPHALT (TYPE A) AND REPLACE AC SURFACING.
Location DescriptionPLUMAS COUNTY NEAR CRESCENT MILLS FROM ROUTE 70 TO 0.7 MILE SOUTH OF DIXIE CANYON ROAD
QA Service Level1 (Verified on 10/26/2022)

Sample Information

Sample Taken Date11/06/2024 Sample Unique Key45
Date that the sample was received by the laboratory/organization performing the testing11/07/2024 Sample typeAcceptance
A brief description of the sampleRAP The quantity of what the sample constitutes1 Bag RAP
From where was the sample collectedManufacturer First name of sampler or witnessed byBrandon
Last name of sampler or witnessed byWhite Title of samplerTET
Telephone number of sampler Laboratory sample identificationD79769B
Linked DIME Sample ID The fabricator/manufacturer/facility nameDig It Construction - Sierra Cascade Aggregate and Asphalt Products - Chester, CA
Transportation Laboratory (TL) Number848921 Inspector Lot Number from the Transportation Laboratory (TL) Form
Structure unique identifier Structure name
Bid ItemNot set

Material Information

Material TypeReclaimed Asphalt Pavement RAP SourceDig It Construction
Aggregate Size Aggregate Source
RAP Stockpile Stockpile Size (tons)
Reclaimed Asphalt Pavement Mix Number

Test Details

DIME Sample ID: 2024-11-06-45
DIME Test ID: 2024-11-06-45-1
Testing Lab: CT D02 - Redding Northern Regional Laboratory
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)
Test Release Date: 2024-11-18

Test Results


What temperature unit is used?: Celsius
Input Type: Measured
Tester's full name: Josh Murphy
Date of test: 11/13/2024
Test procedure used?: Method A
Mass of the specimen basket assembly: 3113.3 g
Mass of the specimen and specimen basket assembly prior to ignition: 4521.0 g
Mass of HMA Sample prior to ignition: 1407.7 g
Mass Loss: 84.2 g
Mass of aggregate remaining after ignition: 1323.5 g
Correction Factor (Percent by mass of HMA Specimen): 0.00 %
Moisture Content: 0.00 %
Temperature Compensation Factor: 0.21 %
Test Temperature: 538 C
Corrected Asphalt Binder Content: 5.77 %
General comments (publicly viewable) (Max 1000 characters): Pbr(Uncorrected)=5.77

Test was verified on 11/18/2024 ✔