Summary for Test 2021-07-22-33-2

Test performed: AASHTO T308-10

Project Information

Project IdentifiersProject ID: 215483
DEA: 022J0004
EFIS: 0221000017
DIST-CO-RTE-PM02-PLU-49-0.0/7.5
Award Date04/05/2021
Closeout Date11/24/2021
Work DescriptionPLACE HOT MIX ASPHALT (TYPE A).
Location DescriptionPLUMAS COUNTY AT AND NEAR VINTON FROM SIERRA COUNTY LINE TO ROUTE 70
QA Service Level1 (Verified on 03/08/2021)

Sample Information

Sample Taken Date07/22/2021 Sample Unique Key33
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 testing07/23/2021
Sample typeAcceptance A brief description of the sample3/8 RAP
The quantity of what the sample constitutesPSE From where was the sample collectedManufacturer
First name of sampler or witnessed byErik Last name of sampler or witnessed byBenson
Title of sampler Telephone number of sampler
Laboratory sample identificationD78910 Linked DIME Sample ID2021-07-22-32
The fabricator/manufacturer/facility nameWestern NV Materials, Spanish Springs Transportation Laboratory (TL) Number996941
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure name

Material Information

Material TypeReclaimed Asphalt Pavement RAP SourceWNM Spanish Springs
Aggregate Size3/8 inch Aggregate SourceWNM Spanish Springs
RAP StockpileContinuous Stockpile Size (tons)Unknown
Reclaimed Asphalt Pavement Mix NumberNot set

Test Details

DIME Sample ID: 2021-07-22-33
DIME Test ID: 2021-07-22-33-2
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: 2021-08-09

Test Results


What temperature unit is used?: Fahrenheit
Input Type: Calculated
Tester's full name: Terry McCormick
Date of test: 07/29/2021
Test procedure used?: no data
Mass of HMA Sample prior to ignition: no data
Mass Loss: no data
Correction Factor (Percent by mass of HMA Specimen): 0.00 %
Moisture Content: no data
Temperature Compensation Factor: no data
Test Temperature: no data
Corrected Asphalt Binder Content: 5.57 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 8/9/2021