Summary for Test 2026-09-16-21-2

Test performed: AASHTO T308-10

Project Information

Project IdentifiersProject ID: 1002212
DEA: 033J3104
EFIS: 0322000248
DIST-CO-RTE-PM03-SAC-12-3.5/3.8
Award Date04/20/2026
Closeout DateNot set
Work DescriptionJackson Slough Road Intersection Improvement
Location DescriptionNot set
QA Service Level1 (Verified on 06/08/2026)

Sample Information

Sample Taken Date09/16/2026 Sample Unique Key21
Date that the sample was received by the laboratory/organization performing the testing09/16/2026 Sample typeProduction Start-Up
A brief description of the sample(3/4" RHMA-G) The quantity of what the sample constitutes8 Boxes start up
From where was the sample collectedSupplier First name of sampler or witnessed byEduardo
Last name of sampler or witnessed byPaniagua Title of samplerQA Material Tester
Telephone number of sampler(530) 217-5930 Laboratory sample identification
Linked DIME Sample ID The fabricator/manufacturer/facility nameTeichert Perkins - Continuous Plant
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 TypeRHMA-G
HMA Grading3/4 inch Lot number1
Sublot number1 HMA Mix Number32140532500
Binder content (%)7.5 Virgin binder PGPG 64-16
Design binder PGPG 64-16 Binder SupplierPNW
RAP content (%)Not set WMA AdditivesNo
Antistrip type

Test Details

DIME Sample ID: 2026-09-16-21
DIME Test ID: 2026-09-16-21-2
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: 2026-09-18

Test Results


What temperature unit is used?: Celsius
Input Type: Calculated
Tester's full name: Joshua Wilson
Date of test: 09/17/2026
Test procedure used?: Method A
Mass of HMA Sample prior to ignition: 2164.9 g
Mass Loss: 162.4 g
Correction Factor (Percent by mass of HMA Specimen): 0.41 %
Moisture Content: 0.00 %
Temperature Compensation Factor: 0.02 %
Test Temperature: 538 C
Corrected Asphalt Binder Content: 7.09 %
General comments (publicly viewable) (Max 1000 characters): R1 OBC 7.5%

Test was verified on 9/18/2026 ✔