Summary for Test 2024-07-08-69-1

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 Date07/08/2024 Sample Unique Key69
Date that the sample was received by the laboratory/organization performing the testing07/08/2024 Sample typeAcceptance
A brief description of the sample 2 bags RAP The quantity of what the sample constitutes750k
From where was the sample collectedManufacturer First name of sampler or witnessed byRiley
Last name of sampler or witnessed byMelvin Title of samplerConsultant
Telephone number of sampler Laboratory sample identificationD79632B
Linked DIME Sample ID The fabricator/manufacturer/facility nameTullis Inc. - Northstate Asphalt (Redding CA)
Transportation Laboratory (TL) Number972011 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: 2024-07-08-69
DIME Test ID: 2024-07-08-69-1
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: 2024-07-17

Test Results


What temperature unit is used?: Celsius
Input Type: Measured
Tester's full name: Sean Mcwithey
Date of test: 07/15/2024
Test procedure used?: Method A
Mass of the specimen basket assembly: 3026.7 g
Mass of the specimen and specimen basket assembly prior to ignition: 4789.6 g
Mass of HMA Sample prior to ignition: 1762.9 g
Mass Loss: 92.7 g
Mass of aggregate remaining after ignition: 1670.2 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: 5.09 %
General comments (publicly viewable) (Max 1000 characters): Pbr(uncorrected)=5.09%

Test was verified on 7/17/2024 ✔