Summary for Test 2024-04-21-17-4

Test performed: AASHTO T308-10

Project Information

Project IdentifiersProject ID: 994328
DEA: 081H0604
EFIS: 0816000130
DIST-CO-RTE-PM08-RIV-74-34.3/45.1
Award Date04/03/2023
Closeout Date08/26/2025
Work DescriptionFIBER OPTIC CABLE SYSTEMS, RHMA, HMA, AND MINOR CONCRETE.
Location DescriptionRIVERSIDE COUNTY IN AND NEAR HEMET FROM WINCHESTER ROAD TO FAIRVIEW AVENUE
QA Service Level1 (Verified on 08/28/2023)

Sample Information

Sample Taken Date04/21/2024 Sample Unique Key17
Date that the sample was received by the laboratory/organization performing the testing04/25/2024 Sample typeProduction Start-Up
A brief description of the sample3/4" HMA A The quantity of what the sample constitutes20 B
From where was the sample collectedManufacturer First name of sampler or witnessed byDavid
Last name of sampler or witnessed byLuce Title of samplerQC
Telephone number of sampler Laboratory sample identification0190A-24
Linked DIME Sample ID The fabricator/manufacturer/facility nameAAA - Perris
Transportation Laboratory (TL) Number Inspector Lot Number from the Transportation Laboratory (TL) Form
Structure unique identifier Structure name
Bid ItemNot set

Material Information

Material TypeHot Mix Asphalt HMA TypeType A HMA
HMA Grading3/4 inch Lot number
Sublot number HMA Mix Number105927
Binder content (%)Not set Virgin binder PGNot set
Design binder PGNot set Binder SupplierNot set
RAP content (%)Not set WMA AdditivesNot set
Antistrip typeNot set

Test Details

DIME Sample ID: 2024-04-21-17
DIME Test ID: 2024-04-21-17-4
Testing Lab: CT D08 - Fontana Southern 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: 2024-07-05

Test Results


What temperature unit is used?: Celsius
Input Type: Calculated
Tester's full name: Dylan Nault
Date of test: 05/02/2024
Test procedure used?: Method A
Mass of HMA Sample prior to ignition: 2150.0 g
Mass Loss: 114.1 g
Correction Factor (Percent by mass of HMA Specimen): 0.20 %
Moisture Content: 0.00 %
Temperature Compensation Factor: 0.07 %
Test Temperature: 538 C
Corrected Asphalt Binder Content: 5.04 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 7/5/2024 ✔