Summary for Test 2026-08-24-72-2

Test performed: AASHTO T308-10

Project Information

Project IdentifiersProject ID: 1002597
DEA: 021K0404
EFIS: 0224000045
DIST-CO-RTE-PM02-SHA-273-7/11
Award Date06/17/2026
Closeout DateNot set
Work DescriptionHappy Valley BWC
Location DescriptionNot set
QA Service Level1 (Verified on 08/31/2026)

Sample Information

Sample Taken Date08/24/2026 Sample Unique Key72
Date that the sample was received by the laboratory/organization performing the testing08/25/2026 Sample typeProduction Start-Up
A brief description of the sample2 Bags 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 identificationD80374B
Linked DIME Sample ID The fabricator/manufacturer/facility nameJF SHEA CLEAR CREEK
Transportation Laboratory (TL) Number875942 Inspector Lot Number from the Transportation Laboratory (TL) Form
Structure unique identifier Structure name
Bid ItemNot set

Material Information

Material TypeReclaimed Asphalt Pavement RAP SourceJF Shea
Aggregate Size Aggregate Source
RAP Stockpile Stockpile Size (tons)
Reclaimed Asphalt Pavement Mix Number

Test Details

DIME Sample ID: 2026-08-24-72
DIME Test ID: 2026-08-24-72-2
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: 2026-09-14

Test Results


What temperature unit is used?: Celsius
Input Type: Measured
Tester's full name: Dacota Mei
Date of test: 09/02/2026
Test procedure used?: Method A
Mass of the specimen basket assembly: 3036.6 g
Mass of the specimen and specimen basket assembly prior to ignition: 4696.4 g
Mass of HMA Sample prior to ignition: 1659.8 g
Mass Loss: 105.2 g
Mass of aggregate remaining after ignition: 1554.6 g
Correction Factor (Percent by mass of HMA Specimen): 0.00 %
Moisture Content: 0.00 %
Temperature Compensation Factor: 0.18 %
Test Temperature: 538 C
Corrected Asphalt Binder Content: 6.16 %
General comments (publicly viewable) (Max 1000 characters): Pbr(uncorrected)=6.16%, Pbr≈4.90%

Test was verified on 9/14/2026 ✔