Summary for Test 2024-08-19-97-3

Test performed: AASHTO T308-10

Project Information

Project IdentifiersProject ID: 1000089
DEA: 024J8904
EFIS: 0223000084
DIST-CO-RTE-PM02-TEH-36-6.0/R12.6
Award Date04/04/2024
Closeout Date01/24/2025
Work DescriptionRHMA (GAP GRADED) OVERLAY WITH REPLACE ASPHALT CONCRETE SURFACING.
Location DescriptionTEHAMA COUNTY NEAR PLATINA FROM 3.3 MILES WEST OF VESTAL ROAD TO 2.3 MILES EAST OF DRY CREEK BRIDGE
QA Service Level1 (Verified on 03/18/2024)

Sample Information

Sample Taken Date08/19/2024 Sample Unique Key97
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 testing09/09/2024
Sample typeProduction Start-Up A brief description of the sampleRAP
The quantity of what the sample constitutes1 Bag RAP From where was the sample collectedManufacturer
First name of sampler or witnessed byJosh Last name of sampler or witnessed byWilliams
Title of samplerQC Telephone number of sampler
Laboratory sample identificationD79707B Linked DIME Sample ID
The fabricator/manufacturer/facility nameKnife River, Orland Transportation Laboratory (TL) Number895205
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure name Bid ItemNot set

Material Information

Material TypeReclaimed Asphalt Pavement RAP SourceKRC Orland
Aggregate Size Aggregate Source
RAP Stockpile Stockpile Size (tons)
Reclaimed Asphalt Pavement Mix Number

Test Details

DIME Sample ID: 2024-08-19-97
DIME Test ID: 2024-08-19-97-3
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: 2024-09-19

Test Results


What temperature unit is used?: Celsius
Input Type: Measured
Tester's full name: Sean Mcwithey
Date of test: 09/12/2024
Test procedure used?: Method A
Mass of the specimen basket assembly: 3112.2 g
Mass of the specimen and specimen basket assembly prior to ignition: 4865.7 g
Mass of HMA Sample prior to ignition: 1753.5 g
Mass Loss: 103.5 g
Mass of aggregate remaining after ignition: 1650.0 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: 5.73 %
General comments (publicly viewable) (Max 1000 characters): Pbr(uncorrected)=5.73

Test was verified on 9/19/2024