Summary for Test 2024-03-19-58-1

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 Date03/19/2024 Sample Unique Key58
Date that the sample was received by the laboratory/organization performing the testing03/19/2024 Sample typeProduction Start-Up
A brief description of the sample2 bags of Combined Lime Treated 3/4-inch Aggregate The quantity of what the sample constitutesJMF Verification / Production 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 identificationD79451B
Linked DIME Sample ID The fabricator/manufacturer/facility nameTullis — Northstate Asphalt (Redding, CA)
Transportation Laboratory (TL) Number866068 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 SizeCombined, 1/2-inch Aggregate Source
RAP Stockpile Stockpile Size (tons)
Reclaimed Asphalt Pavement Mix Number

Test Details

DIME Sample ID: 2024-03-19-58
DIME Test ID: 2024-03-19-58-1
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: 2024-05-09

Test Results


What temperature unit is used?: Celsius
Input Type: Measured
Tester's full name: Joe Mishoe
Date of test: 03/26/2024
Test procedure used?: Method A
Mass of the specimen basket assembly: 3062.0 g
Mass of the specimen and specimen basket assembly prior to ignition: 4730.1 g
Mass of HMA Sample prior to ignition: 1668.1 g
Mass Loss: 98.6 g
Mass of aggregate remaining after ignition: 1569.5 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: 5.73 %
General comments (publicly viewable) (Max 1000 characters): Pbr(uncorrected)=5.73%, Pbr≈5.14%

Test was verified on 5/9/2024 ✔