Summary for Test 2020-06-18-41-1

Test performed: AASHTO T308-10

Project Information

Project IdentifiersProject ID: 214571
DEA: 020J1104
EFIS: 0219000062
DIST-CO-RTE-PM02-PLU-70-33.1/42.1
Award Date02/07/2020
Closeout Date04/27/2021
Work DescriptionPLACE HMA & SHOULDER BACKING, & REMOVE & REPLACE PAVEMENT DELINEATION.
Location DescriptionPLUMAS COUNTY AT AND NEAR KEDDIE FROM INDIAN CREEK BRIDGE TO 0.3 MILE WEST OF SPANISH CREEK BRIDGE NO. 09-0018
QA Service Level1 (Verified on 01/22/2020)

Sample Information

Sample Taken Date06/18/2020 Sample Unique Key41
Date that the sample was received by the laboratory/organization performing the testing06/18/2020 Sample typeVerification
A brief description of the sampleCombined RAP (1/2-inch) The quantity of what the sample constitutesJMF Verification
From where was the sample collectedManufacturer First name of sampler or witnessed byPEI
Last name of sampler or witnessed byJoe Title of sampler
Telephone number of sampler Laboratory sample identificationD78487B
Linked DIME Sample ID The fabricator/manufacturer/facility nameSierra Cascade Aggregate and Asphalt Products
Transportation Laboratory (TL) Number734737 Inspector Lot Number from the Transportation Laboratory (TL) Form
Structure unique identifier Structure name
Bid ItemNot set

Material Information

Material TypeReclaimed Asphalt Pavement RAP SourceSierra Cascade
Aggregate Size1/2-inch Aggregate Source
RAP Stockpile Stockpile Size (tons)
Reclaimed Asphalt Pavement Mix NumberNot set

Test Details

DIME Sample ID: 2020-06-18-41
DIME Test ID: 2020-06-18-41-1
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: 2020-10-02

Test Results


What temperature unit is used?: Fahrenheit
Input Type: Calculated
Tester's full name: Ward Jenkins
Date of test: 06/20/2020
Test procedure used?: Method A
Mass of HMA Sample prior to ignition: 1646.4 g
Mass Loss: no data
Correction Factor (Percent by mass of HMA Specimen): 0.00 %
Moisture Content: 0.00 %
Temperature Compensation Factor: no data
Test Temperature: 1000 F
Corrected Asphalt Binder Content: 6.17 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 10/2/2020 ✔