Summary for Test 2024-09-09-83-2

Test performed: AASHTO T308-10

Project Information

Project IdentifiersProject ID: 995525
DEA: 024J8304
EFIS: 0223000078
DIST-CO-RTE-PM02-MOD-395-34.0/39.9
Award Date02/21/2024
Closeout Date01/24/2025
Work DescriptionLINVILLE CREEK OVERLAY - HMA OVERLAY, REPLACE ASPHALT CONCRETE SURFACING AND SHOULDER BACKING.
Location DescriptionMODOC COUNTY NEAR DAVIS CREEK FROM 0.4 MILE SOUTH OF JOSEPH CREEK ROAD TO 1.7 MILES SOUTH OF DAVIS CREEK ROAD
QA Service Level1 (Verified on 12/29/2023)

Sample Information

Sample Taken Date09/09/2024 Sample Unique Key83
Will the laboratory/organization for which you are a member perform testing on this material sample?Yes Date that the sample was received by the laboratory/organization performing the testing09/10/2024
Sample typeProduction Start-Up A brief description of the sampleRAP
The quantity of what the sample constitutes2 Bags From where was the sample collectedManufacturer
First name of sampler or witnessed byCindy Last name of sampler or witnessed byBryant
Title of samplerTET Telephone number of sampler
Laboratory sample identificationD79713D Linked DIME Sample ID
The fabricator/manufacturer/facility nameHat Creek Fitch Rd Transportation Laboratory (TL) Number858513
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure name Bid ItemNot set

Material Information

Material TypeReclaimed Asphalt Pavement RAP SourceHat Creek Construction and Materials, Fitch Rd
Aggregate Size Aggregate Source
RAP Stockpile Stockpile Size (tons)
Reclaimed Asphalt Pavement Mix Number

Test Details

DIME Sample ID: 2024-09-09-83
DIME Test ID: 2024-09-09-83-2
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: 2024-09-24

Test Results


What temperature unit is used?: Celsius
Input Type: Measured
Tester's full name: Sean Mcwithey
Date of test: 09/20/2024
Test procedure used?: Method A
Mass of the specimen basket assembly: 3112.1 g
Mass of the specimen and specimen basket assembly prior to ignition: 4901.1 g
Mass of HMA Sample prior to ignition: 1789.0 g
Mass Loss: 114.6 g
Mass of aggregate remaining after ignition: 1674.4 g
Correction Factor (Percent by mass of HMA Specimen): 0.00 %
Moisture Content: 0.00 %
Temperature Compensation Factor: 0.17 %
Test Temperature: 538 C
Corrected Asphalt Binder Content: 6.24 %
General comments (publicly viewable) (Max 1000 characters): Pbr(uncorrected)=6.24%

Test was verified on 9/24/2024