Summary for Test 2023-09-21-75-3

Test performed: AASHTO T308-10

Project Information

Project IdentifiersProject ID: 993192
DEA: 024H4404
EFIS: 0218000119
DIST-CO-RTE-PM02-PLU-70-0.0/29.9
Award Date02/10/2022
Closeout DateNot set
Work DescriptionCONSTRUCT SOLDIER PILE RETAINING WALL, REPAIR RSP AND HMA PAVING.
Location DescriptionPLUMAS COUNTY AT VARIOUS LOCATIONS FROM BUTTE COUNTY LINE TO 3.1 MILES WEST OF ROUTE 89
QA Service Level1 (Verified on 08/23/2021)

Sample Information

Sample Taken Date09/21/2023 Sample Unique Key75
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 testing09/22/2023
Sample typeProduction Start-Up A brief description of the sample2 bags of Fine RAP
The quantity of what the sample constitutesProduction Start-Up Evaluation From where was the sample collectedManufacturer
First name of sampler or witnessed byDawn Last name of sampler or witnessed bySloatermen
Title of samplerTET Telephone number of sampler
Laboratory sample identificationD79355B Linked DIME Sample ID
The fabricator/manufacturer/facility nameQ&D Construction - Mustang Hot Plant (Sparks, NV) Transportation Laboratory (TL) Number823627
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure name

Material Information

Material TypeReclaimed Asphalt Pavement RAP SourceMustang Hot Plant
Aggregate Size3/8-inch Aggregate Source
RAP Stockpile Stockpile Size (tons)
Reclaimed Asphalt Pavement Mix Number

Test Details

DIME Sample ID: 2023-09-21-75
DIME Test ID: 2023-09-21-75-3
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: 2023-10-05

Test Results


What temperature unit is used?: Celsius
Input Type: Measured
Tester's full name: Terry McCormick
Date of test: 09/25/2023
Test procedure used?: Method A
Mass of the specimen basket assembly: 3108.2 g
Mass of the specimen and specimen basket assembly prior to ignition: 4719.9 g
Mass of HMA Sample prior to ignition: 1611.7 g
Mass Loss: 121.5 g
Mass of aggregate remaining after ignition: 1490.2 g
Correction Factor (Percent by mass of HMA Specimen): 0.00 %
Moisture Content: 0.00 %
Temperature Compensation Factor: 0.19 %
Test Temperature: 538 C
Corrected Asphalt Binder Content: 7.35 %
General comments (publicly viewable) (Max 1000 characters): Pbr(uncorrected)=7.35%

Test was verified on 10/5/2023