Summary for Test 2025-10-06-61-3

Test performed: AASHTO T308-10

Project Information

Project IdentifiersProject ID: 1000365
DEA: 033H9014
EFIS: 0323000075
DIST-CO-RTE-PM03-SOL,YOL-50,80,113-Var
Award Date09/27/2024
Closeout DateNot set
Work DescriptionHMA, RHMA, SIGN STRUCTURE, CAMERA SYSTEMS, & FO CABLE SYSTEMS.
Location DescriptionSOLANO AND YOLO COUNTIES AT VARIOUS LOCATIONS
QA Service Level1 (Verified on 09/17/2024)

Sample Information

Sample Taken Date10/06/2025 Sample Unique Key61
Date that the sample was received by the laboratory/organization performing the testing10/14/2025 Sample typeProduction Start-Up
A brief description of the sample3/4" HMA w/ 25% RAP The quantity of what the sample constitutes10 Boxes
From where was the sample collectedSource First name of sampler or witnessed byDustan
Last name of sampler or witnessed byKliethermes Title of sampler
Telephone number of sampler Laboratory sample identificationPSU 25-214
Linked DIME Sample ID2025-10-06-50 The fabricator/manufacturer/facility nameDeSilva Gates Marysville
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 number1 HMA Mix NumberMD 6736
Binder content (%)4.7 Virgin binder PGPG 58-22
Design binder PG PG 64-16 Binder SupplierValero
RAP content (%)25 WMA Additives
Antistrip type

Test Details

DIME Sample ID: 2025-10-06-61
DIME Test ID: 2025-10-06-61-3
Testing Lab: CT D03 - Olivehurst 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: 2025-10-20

Test Results


What temperature unit is used?: Celsius
Input Type: Calculated
Tester's full name: Joshua Wilson
Date of test: 10/15/2025
Test procedure used?: Method A
Mass of HMA Sample prior to ignition: 2124.9 g
Mass Loss: 125.6 g
Correction Factor (Percent by mass of HMA Specimen): 0.68 %
Moisture Content: 0.00 %
Temperature Compensation Factor: 0.02 %
Test Temperature: 538 C
Corrected Asphalt Binder Content: 5.23 %
General comments (publicly viewable) (Max 1000 characters): R1 OBC 4.7%

Test was verified on 10/20/2025 ✔