Summary for Test 2023-08-28-97-1

Test performed: AASHTO T308-10

Project Information

Project IdentifiersProject ID: 995104
DEA: 023J7504
EFIS: 0222000080
DIST-CO-RTE-PM02-LAS-139-32/38
Award Date03/06/2023
Closeout Date11/27/2024
Work DescriptionGrasshopper CIR
Location DescriptionNot set
QA Service Level1 (Verified on 08/24/2023)

Sample Information

Sample Taken Date08/28/2023 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 testing08/28/2023
Sample typeProduction Start-Up A brief description of the sample1 bag of Fine RAP (3/8-inch)
The quantity of what the sample constitutesProduction Start-Up Evaluation From where was the sample collectedManufacturer
First name of sampler or witnessed byAndrea Last name of sampler or witnessed bySloaterman
Title of samplerTET C Telephone number of sampler
Laboratory sample identificationD79335B Linked DIME Sample ID
The fabricator/manufacturer/facility nameHat Creek Construction and Materials - Ward Lake Plant (Litchfield, CA) Transportation Laboratory (TL) Number858045
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure name Bid ItemNot set

Material Information

Material TypeReclaimed Asphalt Pavement RAP SourceHat Creek Construction and Materials, Ward Lake Plant, Litchfield, CA
Aggregate Size3/8-inch Aggregate Source
RAP Stockpile Stockpile Size (tons)
Reclaimed Asphalt Pavement Mix Number

Test Details

DIME Sample ID: 2023-08-28-97
DIME Test ID: 2023-08-28-97-1
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: 2024-03-19

Test Results


What temperature unit is used?: Celsius
Input Type: Measured
Tester's full name: Joe Mishoe and Terry McCormick
Date of test: 08/30/2023
Test procedure used?: Method A
Mass of the specimen basket assembly: 3035.2 g
Mass of the specimen and specimen basket assembly prior to ignition: 4618.8 g
Mass of HMA Sample prior to ignition: 1583.6 g
Mass Loss: 109.6 g
Mass of aggregate remaining after ignition: 1474.0 g
Correction Factor (Percent by mass of HMA Specimen): 0.00 %
Moisture Content: 0.00 %
Temperature Compensation Factor: 0.00 %
Test Temperature: 538 C
Corrected Asphalt Binder Content: 6.92 %
General comments (publicly viewable) (Max 1000 characters): Pbr(uncorrected)=6.92%, Pbr≈5.44%

Test was verified on 3/19/2024