Summary for Test 2023-07-11-96-1

Test performed: AASHTO T308-10

Project Information

Project IdentifiersProject ID: 993339
DEA: 024H9304
EFIS: 0219000027
DIST-CO-RTE-PM02-SHA-299-44.3/44.9
Award Date07/13/2022
Closeout Date04/11/2024
Work DescriptionINGOT CURVE IMPROVEMENT - CURVE IMROVEMENT
Location DescriptionIN SHASTA COUNTY NEAR INGOT FROM 2.7 MILES EAST OF SEAMANS GULCH ROAD TO 1.2 MILES WEST OF DU BOIS ROAD.
QA Service Level1 (Verified on 11/22/2021)

Sample Information

Sample Taken Date07/11/2023 Sample Unique Key96
Date that the sample was received by the laboratory/organization performing the testing07/11/2023 Sample typeProduction Start-Up
A brief description of the sampleCombined RAP The quantity of what the sample constitutesProduction 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 sampler
Telephone number of sampler Laboratory sample identificationD79296B
Linked DIME Sample ID The fabricator/manufacturer/facility nameTullis – Northstate Asphalt (Redding, CA)
Transportation Laboratory (TL) Number853402 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: 2023-07-11-96
DIME Test ID: 2023-07-11-96-1
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: 2023-11-20

Test Results


What temperature unit is used?: Fahrenheit
Input Type: Measured
Tester's full name: Josh Murphy
Date of test: 07/17/2023
Test procedure used?: Method A
Mass of the specimen basket assembly: 3017.2 g
Mass of the specimen and specimen basket assembly prior to ignition: 4535.8 g
Mass of HMA Sample prior to ignition: 1518.6 g
Mass Loss: 83.7 g
Mass of aggregate remaining after ignition: 1434.9 g
Correction Factor (Percent by mass of HMA Specimen): 0.00 %
Moisture Content: 0.00 %
Temperature Compensation Factor: 0.20 %
Test Temperature: 1000 F
Corrected Asphalt Binder Content: 5.31 %
General comments (publicly viewable) (Max 1000 characters): Pbr(uncorrected)=5.31

Test was verified on 11/20/2023 ✔