Summary for Test 2023-05-19-42-1

Test performed: AASHTO T308-10

Project Information

Project IdentifiersProject ID: 994570
DEA: 040Y2404
EFIS: 0422000259
DIST-CO-RTE-PM04-ALA-92-R2.4/6.8
Award Date04/24/2023
Closeout Date01/10/2024
Work DescriptionCOLD PLANE ASPHALT CONCRETE PAVEMENT AND PLACE HOT MIX ASPHALT.
Location DescriptionALAMEDA COUNTY IN HAYWARD FROM 0.2 MILE WEST OF SAN MATEO-HAYWARD TOLL PLAZA TO SANTA CLARA STREET
QA Service Level1 (Verified on 04/10/2023)

Sample Information

Sample Taken Date05/19/2023 Sample Unique Key42
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 testing05/22/2023
Sample typeProduction Start-Up A brief description of the sample3/4 WHMA-A + 25% RAP
The quantity of what the sample constitutes1st 750 Tons From where was the sample collectedSupplier
First name of sampler or witnessed byMagana Last name of sampler or witnessed byLuis
Title of sampler Telephone number of sampler2092250104
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameVulcan Materials Asphalt, Pleasanton Transportation Laboratory (TL) Number
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure name

Material Information

Material TypeHot Mix Asphalt HMA TypeType A HMA
HMA Grading3/4 inch Lot number
Sublot number HMA Mix Number220304

Test Details

DIME Sample ID: 2023-05-19-42
DIME Test ID: 2023-05-19-42-1
Testing Lab: CT D04 - Hayward 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: 2023-06-02

Test Results


What temperature unit is used?: Celsius
Input Type: Measured
Tester's full name: Leonardo Mendoza
Date of test: 05/25/2023
Test procedure used?: Method A
Mass of the specimen basket assembly: 2885.4 g
Mass of the specimen and specimen basket assembly prior to ignition: 5485.4 g
Mass of HMA Sample prior to ignition: 2600.0 g
Mass Loss: 145.4 g
Mass of aggregate remaining after ignition: 2454.6 g
Correction Factor (Percent by mass of HMA Specimen): 1.00 %
Moisture Content: 0.00 %
Temperature Compensation Factor: 0.12 %
Test Temperature: 482 C
Corrected Asphalt Binder Content: 4.47 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 6/2/2023