Summary for Test 2026-10-01-9-1

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 Date10/01/2026 Sample Unique Key9
Date that the sample was received by the laboratory/organization performing the testing10/01/2026 Sample typeQuality Assurance
A brief description of the sample1/2 '' RHMA-O The quantity of what the sample constitutes750 Tons
From where was the sample collectedDistributor First name of sampler or witnessed byLuis
Last name of sampler or witnessed byMagana Title of samplerQA Tech
Telephone number of sampler2092250104 Laboratory sample identification
Linked DIME Sample ID The fabricator/manufacturer/facility nameDe Silva 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 TypeOGFC
HMA Grading1/2 inch Lot number2
Sublot number7 HMA Mix NumberMD6653
Binder content (%)0.0 Virgin binder PGPG 64-16
Design binder PGPG 64-16 Binder Supplier
RAP content (%)Not set WMA Additives
Antistrip type

Test Details

DIME Sample ID: 2026-10-01-9
DIME Test ID: 2026-10-01-9-1
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: 2026-10-06

Test Results


What temperature unit is used?: Celsius
Input Type: Calculated
Tester's full name: Joshua Wilson
Date of test: 10/05/2026
Test procedure used?: Method A
Mass of HMA Sample prior to ignition: 1736.8 g
Mass Loss: 142.0 g
Correction Factor (Percent by mass of HMA Specimen): 0.53 %
Moisture Content: 0.00 %
Temperature Compensation Factor: 0.02 %
Test Temperature: 538 C
Corrected Asphalt Binder Content: 7.65 %
General comments (publicly viewable) (Max 1000 characters): R1 OBC 7.4%

Test was verified on 10/6/2026 ✔