Summary for Test 2026-08-13-81-2

Test performed: AASHTO T308-10

Project Information

Project IdentifiersProject ID: 1001371
DEA: 024F90U4
EFIS: 0224000157
DIST-CO-RTE-PM02-SIS-96-41.0/41.8
Award DateNot set
Closeout DateNot set
Work DescriptionHMA PAVEMENT, ELECTRICAL, LANDSCAPING AND DRAINAGE.
Location DescriptionSISKIYOU COUNTY AT AND NEAR HAPPY CAMP FROM INDIAN CREEK BRIDGE TO 0.2 MILE EAST OF DAVIS ROAD
QA Service Level1 (Verified on 07/08/2025)

Sample Information

Sample Taken Date08/13/2026 Sample Unique Key81
Date that the sample was received by the laboratory/organization performing the testing08/13/2026 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 byGiuliano
Last name of sampler or witnessed byGiuntoli Title of samplerJET
Telephone number of sampler Laboratory sample identificationD80338B
Linked DIME Sample ID The fabricator/manufacturer/facility nameJ F Shea Construction - Fawndale Rock and Asphalt - Redding CA
Transportation Laboratory (TL) Number845655 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 Size Aggregate Source
RAP Stockpile Stockpile Size (tons)
Reclaimed Asphalt Pavement Mix Number

Test Details

DIME Sample ID: 2026-08-13-81
DIME Test ID: 2026-08-13-81-2
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: 2026-09-09

Test Results


What temperature unit is used?: Celsius
Input Type: Measured
Tester's full name: Sean McWithey
Date of test: 08/25/2026
Test procedure used?: Method A
Mass of the specimen basket assembly: 3046.1 g
Mass of the specimen and specimen basket assembly prior to ignition: 4703.2 g
Mass of HMA Sample prior to ignition: 1657.1 g
Mass Loss: 97.5 g
Mass of aggregate remaining after ignition: 1559.6 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: 5.70 %
General comments (publicly viewable) (Max 1000 characters): Pbr(uncorrected)=5.70%, Pbr≈4.22%

Test was verified on 9/9/2026 ✔