Summary for Test 2025-07-16-42-2

Test performed: AASHTO T308-10

Project Information

Project IdentifiersProject ID: 1000176
DEA: 034H76U4
EFIS: 0323000040
DIST-CO-RTE-PM03-BUT-32-5.0/10.2
Award Date06/17/2024
Closeout DateNot set
Work DescriptionREHABILITATE PAVEMENT, INSTALL SIGNAL, LIGHTING, DRAINAGE, & ADA RAMPS
Location DescriptionBUTTE COUNTY IN CHICO FROM MUIR AVENUE TO INTERCHANGE OF STATE ROUTES 99 AND 32
QA Service Level1 (Verified on 04/18/2024)

Sample Information

Sample Taken Date07/16/2025 Sample Unique Key42
Date that the sample was received by the laboratory/organization performing the testing07/17/2025 Sample typeQuality Assurance
A brief description of the sample2 Boxes The quantity of what the sample constitutes1/2" HMA w/ 15% RAP
From where was the sample collectedSource First name of sampler or witnessed byBrad
Last name of sampler or witnessed byMcKeehan Title of samplerTET
Telephone number of sampler Laboratory sample identificationDaily 25-106
Linked DIME Sample ID The fabricator/manufacturer/facility nameKRC - Orland
Transportation Laboratory (TL) NumberC947153 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 Grading1/2 inch Lot number1
Sublot number5 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: 2025-07-16-42
DIME Test ID: 2025-07-16-42-2
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: 2025-07-18

Test Results


What temperature unit is used?: Celsius
Input Type: Calculated
Tester's full name: Joshua Wilson
Date of test: 07/18/2025
Test procedure used?: Method A
Mass of HMA Sample prior to ignition: 1714.9 g
Mass Loss: 102.2 g
Correction Factor (Percent by mass of HMA Specimen): 0.86 %
Moisture Content: 0.00 %
Temperature Compensation Factor: 0.02 %
Test Temperature: 482 C
Corrected Asphalt Binder Content: 5.10 %
General comments (publicly viewable) (Max 1000 characters): R1 OBC 4.9%

Test was verified on 7/18/2025 ✔