Summary for Test 2025-08-21-50-2

Test performed: AASHTO T308-10

Project Information

Project IdentifiersProject ID: 1001145
DEA: 033G4004
EFIS: 0324000124
DIST-CO-RTE-PM03-YOL-16-9.9/15
Award Date06/11/2025
Closeout DateNot set
Work DescriptionPARTIAL DEPTH RECYCLING, AND RHMA-G.
Location DescriptionYOLO COUNTY AT AND NEAR GUINDA FROM 0.2 MILE EAST OF COUNTY ROAD 43 EAST INTERSECTION TO 0.1 MILE WEST OF COUNTY ROAD 68
QA Service Level1 (Verified on 04/09/2025)

Sample Information

Sample Taken Date08/21/2025 Sample Unique Key50
Date that the sample was received by the laboratory/organization performing the testing08/21/2025 Sample typeQuality Assurance
A brief description of the sample1/2" RHMA-G The quantity of what the sample constitutes2 Boxes
From where was the sample collectedSource First name of sampler or witnessed byJohn
Last name of sampler or witnessed byJohn Title of samplerPlant QC
Telephone number of sampler Laboratory sample identificationDaily 25-153
Linked DIME Sample ID The fabricator/manufacturer/facility nameTeichert Woodland
Transportation Laboratory (TL) NumberC792129 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 Grading1/2 inch Lot number1
Sublot number1 HMA Mix Number30640542500V
Binder content (%)7.5 Virgin binder PG PG 64-16
Design binder PG PG 64-16 Binder SupplierValero
RAP content (%)0 WMA Additives
Antistrip type

Test Details

DIME Sample ID: 2025-08-21-50
DIME Test ID: 2025-08-21-50-2
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: 2025-09-03

Test Results


What temperature unit is used?: Celsius
Input Type: Calculated
Tester's full name: Joshua Wilson
Date of test: 08/25/2025
Test procedure used?: Method A
Mass of HMA Sample prior to ignition: 1646.2 g
Mass Loss: 139.2 g
Correction Factor (Percent by mass of HMA Specimen): 1.00 %
Moisture Content: 0.00 %
Temperature Compensation Factor: 0.02 %
Test Temperature: 538 C
Corrected Asphalt Binder Content: 7.46 %
General comments (publicly viewable) (Max 1000 characters): L1 OBC 7.5%

Test was verified on 9/3/2025 ✔