Summary for Test 2025-07-07-81-2

Test performed: AASHTO T308-10

Project Information

Project IdentifiersProject ID: 995174
DEA: 043W5604
EFIS: 0421000388
DIST-CO-RTE-PM04-SOL-12,80,680-Var
Award Date09/03/2024
Closeout DateNot set
Work DescriptionPOLYESTER CONCRETE OVERLAY.
Location DescriptionSOLANO COUNTY AT VARIOUS LOCATIONS
QA Service Level1 (Verified on 11/16/2023)

Sample Information

Sample Taken Date07/07/2025 Sample Unique Key81
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 testing07/08/2025
Sample typeQuality Assurance A brief description of the sample3/4"RHMA-R25-WMA
The quantity of what the sample constitutes100Tons From where was the sample collectedManufacturer
First name of sampler or witnessed byChristian Last name of sampler or witnessed bySousa
Title of sampler Telephone number of sampler
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameVulcan Vallejo 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 number1
Sublot number10 HMA Mix Number
Binder content (%)0.0 Virgin binder PG
Design binder PG Binder Supplier
RAP content (%)Not set WMA Additives
Antistrip type

Test Details

DIME Sample ID: 2025-07-07-81
DIME Test ID: 2025-07-07-81-2
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: 2025-09-05

Test Results


What temperature unit is used?: Celsius
Input Type: Calculated
Tester's full name: Henry comcepcion
Date of test: 07/10/2025
Test procedure used?: Method A
Mass of HMA Sample prior to ignition: 2123.2 g
Mass Loss: 153.4 g
Correction Factor (Percent by mass of HMA Specimen): 1.66 %
Moisture Content: 0.00 %
Temperature Compensation Factor: 0.13 %
Test Temperature: 482 C
Corrected Asphalt Binder Content: 5.43 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 9/5/2025