Summary for Test 2024-04-25-92-1

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 Date04/25/2024 Sample Unique Key92
Will the laboratory/organization for which you are a member perform testing on this material sample?Yes Date that the sample was received by the laboratory/organization performing the testing04/25/2024
Sample typeProduction Start-Up A brief description of the sample2 bags of Combined RAP (1/2-inch)
The quantity of what the sample constitutesProduction Start-Up Evaluation From where was the sample collectedManufacturer
First name of sampler or witnessed byD. Last name of sampler or witnessed byOwen
Title of samplerPEI Telephone number of sampler
Laboratory sample identificationD79483 Linked DIME Sample ID
The fabricator/manufacturer/facility nameTullis — Northstate Asphalt (Redding, CA) Transportation Laboratory (TL) Number858487
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure name Bid ItemNot set

Material Information

Material TypeReclaimed Asphalt Pavement RAP SourceNorthstate Asphalt
Aggregate Size1/2-inch Aggregate Source
RAP Stockpile Stockpile Size (tons)
Reclaimed Asphalt Pavement Mix Number

Test Details

DIME Sample ID: 2024-04-25-92
DIME Test ID: 2024-04-25-92-1
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: 2024-08-13

Test Results


What temperature unit is used?: Celsius
Input Type: Measured
Tester's full name: Sean McWithey
Date of test: 05/01/2024
Test procedure used?: Method A
Mass of the specimen basket assembly: 3015.5 g
Mass of the specimen and specimen basket assembly prior to ignition: 4863.2 g
Mass of HMA Sample prior to ignition: 1847.7 g
Mass Loss: 102.4 g
Mass of aggregate remaining after ignition: 1745.3 g
Correction Factor (Percent by mass of HMA Specimen): 0.00 %
Moisture Content: 0.00 %
Temperature Compensation Factor: 0.16 %
Test Temperature: 538 C
Corrected Asphalt Binder Content: 5.38 %
General comments (publicly viewable) (Max 1000 characters): Pbr(uncorrected)=5.38%

Test was verified on 8/13/2024