Summary for Test 2025-04-14-33-1

Test performed: AASHTO T308-10

Project Information

Project IdentifiersProject ID: 994785
DEA: 023H32U4
EFIS: 0221000164
DIST-CO-RTE-PM02-SIS-I5-2.5/R15.9
Award Date04/28/2023
Closeout DateNot set
Work DescriptionRoadway rehabilitation and bridge improvements along I5 in Mount Shasta
Location DescriptionSIS I5 2.5/R15.9
QA Service Level1 (Verified on 05/03/2023)

Sample Information

Sample Taken Date04/14/2025 Sample Unique Key33
Date that the sample was received by the laboratory/organization performing the testing04/14/2025 Sample typeAcceptance
A brief description of the sampleRAP The quantity of what the sample constitutes2 Bags RAP
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 identificationD79840B
Linked DIME Sample ID The fabricator/manufacturer/facility nameTullis Inc. - Northstate Asphalt (Redding CA)
Transportation Laboratory (TL) Number823558 Inspector Lot Number from the Transportation Laboratory (TL) Form
Structure unique identifier Structure name
Bid ItemNot set

Material Information

Material TypeReclaimed Asphalt Pavement RAP SourceTullis, Northstate Asphalt, Redding, CA
Aggregate Size Aggregate Source
RAP Stockpile Stockpile Size (tons)
Reclaimed Asphalt Pavement Mix Number

Test Details

DIME Sample ID: 2025-04-14-33
DIME Test ID: 2025-04-14-33-1
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: 2025-04-17

Test Results


What temperature unit is used?: Celsius
Input Type: Measured
Tester's full name: Dacota Mei
Date of test: 04/16/2025
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: 5106.4 g
Mass of HMA Sample prior to ignition: 2069.8 g
Mass Loss: 113.3 g
Mass of aggregate remaining after ignition: 1956.5 g
Correction Factor (Percent by mass of HMA Specimen): 0.00 %
Moisture Content: 0.00 %
Temperature Compensation Factor: 0.14 %
Test Temperature: 538 C
Corrected Asphalt Binder Content: 5.33 %
General comments (publicly viewable) (Max 1000 characters): Pbr(Uncorrected)=5.33

Test was verified on 4/17/2025 ✔