Summary for Test 2025-06-11-29-1

Test performed: AASHTO T308-10

Project Information

Project IdentifiersProject ID: 994546
DEA: 030H3704
EFIS: 0315000151
DIST-CO-RTE-PM03-YUB-65-R0.5/1.8
Award Date06/08/2023
Closeout Date09/11/2026
Work DescriptionPLACE HMA, RHMA & CONC CURB/SIDEWALK, INSTALL & MODIFY SIGNAL SYSTEMS.
Location DescriptionYUBA COUNTY NEAR WHEATLAND FROM 0.2 MILE SOUTH OF MAIN STREET TO GRASSHOPPER SLOUGH BRIDGE
QA Service Level1 (Verified on 05/15/2023)

Sample Information

Sample Taken Date06/11/2025 Sample Unique Key29
Date that the sample was received by the laboratory/organization performing the testing06/11/2025 Sample typeQuality Assurance
A brief description of the sample2 Boxes The quantity of what the sample constitutes1/2" RHMA-O
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 25-078
Linked DIME Sample ID The fabricator/manufacturer/facility nameKRC - Hallwood
Transportation Laboratory (TL) NumberC802584 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 number1
Sublot number3 HMA Mix Number
Binder content (%)Not set Virgin binder PGNot set
Design binder PGNot set Binder SupplierNot set
RAP content (%)Not set WMA AdditivesNot set
Antistrip typeNot set

Test Details

DIME Sample ID: 2025-06-11-29
DIME Test ID: 2025-06-11-29-1
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: 2025-06-12

Test Results


What temperature unit is used?: Celsius
Input Type: Calculated
Tester's full name: Joshua Wilson
Date of test: 06/12/2025
Test procedure used?: Method A
Mass of HMA Sample prior to ignition: 1673.7 g
Mass Loss: 128.1 g
Correction Factor (Percent by mass of HMA Specimen): 0.43 %
Moisture Content: 0.00 %
Temperature Compensation Factor: 0.02 %
Test Temperature: 538 C
Corrected Asphalt Binder Content: 7.22 %
General comments (publicly viewable) (Max 1000 characters): L1 OBC 7.3%

Test was verified on 6/12/2025 ✔