Summary for Test 2025-04-22-50-2

Test performed: AASHTO T308-10

Project Information

Project IdentifiersProject ID: 1001178
DEA: 020J3904
EFIS: 0219000112
DIST-CO-RTE-PM02---
Award Date08/01/2024
Closeout DateNot set
Work DescriptionNot set
Location DescriptionNot set
QA Service Level2 (Verified on 04/14/2025)

Sample Information

Sample Taken Date04/22/2025 Sample Unique Key50
Date that the sample was received by the laboratory/organization performing the testing04/23/2025 Sample typeProduction Start-Up
A brief description of the sample1 bag of Combined RAP The quantity of what the sample constitutesProduction Start-Up Evaluation
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 identificationD79859B
Linked DIME Sample ID The fabricator/manufacturer/facility nameJ.F. Shea Construction — Fawndale Rock and Asphalt (Redding, CA)
Transportation Laboratory (TL) Number823625 Inspector Lot Number from the Transportation Laboratory (TL) Form
Structure unique identifier Structure name
Bid ItemNot set

Material Information

Material TypeReclaimed Asphalt Pavement RAP SourceFawndale Rock and Asphalt, Redding, CA
Aggregate Size3/8-inch Aggregate Source
RAP Stockpile Stockpile Size (tons)
Reclaimed Asphalt Pavement Mix Number

Test Details

DIME Sample ID: 2025-04-22-50
DIME Test ID: 2025-04-22-50-2
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: 2025-04-29

Test Results


What temperature unit is used?: Celsius
Input Type: Measured
Tester's full name: Sean Mcwithey
Date of test: 04/24/2025
Test procedure used?: Method A
Mass of the specimen basket assembly: 3029.9 g
Mass of the specimen and specimen basket assembly prior to ignition: 4645.2 g
Mass of HMA Sample prior to ignition: 1615.3 g
Mass Loss: 101.4 g
Mass of aggregate remaining after ignition: 1513.9 g
Correction Factor (Percent by mass of HMA Specimen): 0.00 %
Moisture Content: 0.00 %
Temperature Compensation Factor: 0.19 %
Test Temperature: 538 C
Corrected Asphalt Binder Content: 6.09 %
General comments (publicly viewable) (Max 1000 characters): Pbr(uncorrected)=6.09

Test was verified on 4/29/2025 ✔