Summary for Test 2024-10-31-25-1

Test performed: AASHTO T308-10

Project Information

Project IdentifiersProject ID: 994378
DEA: 040K6304
EFIS: 0416000111
DIST-CO-RTE-PM04-NAP-29-16.4/19.0
Award Date06/27/2023
Closeout Date09/14/2026
Work DescriptionBRIDGE RAIL REPLACEMENT AND SHOULDER WIDENING.
Location DescriptionNAPA COUNTY NEAR YOUNTVILLE AT VARIOUS LOCATIONS FROM 0.1 MILE SOUTH OF DRY CREEK BRIDGE TO 0.1 MILE NORTH OF CALIFORNIA DRIVE UNDERCROSSIG
QA Service Level1 (Verified on 10/27/2022)

Sample Information

Sample Taken Date10/31/2024 Sample Unique Key25
Date that the sample was received by the laboratory/organization performing the testing11/01/2024 Sample typeProduction Start-Up
A brief description of the sampleRAP 25%RAP The quantity of what the sample constitutes2 Bags of Rap
From where was the sample collectedSupplier First name of sampler or witnessed byNick
Last name of sampler or witnessed byHALL Title of samplerLab Technician
Telephone number of sampler7072999133 Laboratory sample identificationCon_24_897
Linked DIME Sample ID The fabricator/manufacturer/facility nameVulcan Vallejo Drier Drum Plant
Transportation Laboratory (TL) Number Inspector Lot Number from the Transportation Laboratory (TL) Form
Structure unique identifier Structure name
Bid ItemNot set

Material Information

Material TypeReclaimed Asphalt Pavement RAP SourceVulcan materials
Aggregate Size Aggregate Source
RAP Stockpile Stockpile Size (tons)
Reclaimed Asphalt Pavement Mix Number

Test Details

DIME Sample ID: 2024-10-31-25
DIME Test ID: 2024-10-31-25-1
Testing Lab: CT D04 - Concord Field 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: 2024-11-12

Test Results


What temperature unit is used?: Celsius
Input Type: Calculated
Tester's full name: Jacob Vega
Date of test: 11/01/2024
Test procedure used?: Method A
Mass of HMA Sample prior to ignition: 1973.4 g
Mass Loss: 132.7 g
Correction Factor (Percent by mass of HMA Specimen): 0.00 %
Moisture Content: 0.00 %
Temperature Compensation Factor: 0.15 %
Test Temperature: 482 C
Corrected Asphalt Binder Content: 6.57 %
General comments (publicly viewable) (Max 1000 characters): Vulcan Vallejo drier Drum Plant

Test was verified on 11/12/2024 ✔