Summary for Test 2026-06-19-6-4

Test performed: AASHTO T308-10

Project Information

Project IdentifiersProject ID: 1002310
DEA: 010P6404
EFIS: 0125000053
DIST-CO-RTE-PM01-HUM-101-R131.7/134.6
Award Date02/17/2026
Closeout Date10/22/2026
Work DescriptionBoyes Creek Viaduct
Location DescriptionNot set
QA Service Level1 (Verified on 06/15/2026)

Sample Information

Sample Taken Date06/19/2026 Sample Unique Key6
Date that the sample was received by the laboratory/organization performing the testing06/19/2026 Sample typeQuality Assurance
A brief description of the sample1/2" hma-a The quantity of what the sample constitutes4 boxes
From where was the sample collectedManufacturer First name of sampler or witnessed byjason
Last name of sampler or witnessed byhuett Title of sampler
Telephone number of sampler Laboratory sample identification
Linked DIME Sample ID The fabricator/manufacturer/facility nameMercer Fraser Plant A
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 TypeType A HMA
HMA Grading1/2 inch Lot number
Sublot number HMA Mix NumberL260342
Binder content (%)5.3 Virgin binder PG PG 64-16
Design binder PG PG 64-16 Binder SupplierWestern Emulsions White City OR
RAP content (%)Not set WMA AdditivesYes
Antistrip type

Test Details

DIME Sample ID: 2026-06-19-6
DIME Test ID: 2026-06-19-6-4
Testing Lab: CT D01 - District 1 Materials 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: 2026-06-22

Test Results


What temperature unit is used?: Celsius
Input Type: Calculated
Tester's full name: Jayce Brown
Date of test: 06/22/2026
Test procedure used?: Method A
Mass of HMA Sample prior to ignition: 1862.2 g
Mass Loss: 1745.8 g
Correction Factor (Percent by mass of HMA Specimen): 0.83 %
Moisture Content: 0.00 %
Temperature Compensation Factor: 0.00 %
Test Temperature: 538 C
Corrected Asphalt Binder Content: 5.42 %
General comments (publicly viewable) (Max 1000 characters): OBC 5.3% Limits 5.0-5.8%

Test was verified on 6/22/2026 ✔