Summary for Test 2024-06-21-76-3

Test performed: AASHTO T308-10

Project Information

Project IdentifiersProject ID: 215676
DEA: 020J6404
EFIS: 0219000145
DIST-CO-RTE-PM02-PLU-36-R13.6/R14.2
Award Date12/19/2023
Closeout Date09/24/2025
Work DescriptionA13 AT ROUTE 36 SAFETY
Location DescriptionIN PLUMAS COUNTY NEAR CHESTER FROM 0.2 MILE WEST OF BAILEY CREEK BRIDGE TO 0.3 MILE EAST OF COUNTY ROAD A-13.
QA Service Level1 (Verified on 07/08/2021)

Sample Information

Sample Taken Date06/21/2024 Sample Unique Key76
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 testing07/03/2024
Sample typeAcceptance A brief description of the sample1 bag of RAP
The quantity of what the sample constitutes750 Tons From where was the sample collectedManufacturer
First name of sampler or witnessed byMonte Last name of sampler or witnessed bySpencer
Title of samplerTET Telephone number of sampler
Laboratory sample identificationD79628B Linked DIME Sample ID
The fabricator/manufacturer/facility nameKnife River Construction - Orland Plant Transportation Laboratory (TL) Number692866
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: 2024-06-21-76
DIME Test ID: 2024-06-21-76-3
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: 2024-07-18

Test Results


What temperature unit is used?: Celsius
Input Type: Measured
Tester's full name: Sean Mcwithey
Date of test: 07/16/2024
Test procedure used?: Method A
Mass of the specimen basket assembly: 3062.5 g
Mass of the specimen and specimen basket assembly prior to ignition: 4691.9 g
Mass of HMA Sample prior to ignition: 1629.4 g
Mass Loss: 109.1 g
Mass of aggregate remaining after ignition: 1520.3 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: 6.52 %
General comments (publicly viewable) (Max 1000 characters): Pbr(uncorrected)=6.51%

Test was verified on 7/18/2024