Summary for Test 2026-05-18-22-2

Test performed: AASHTO T308-10

Project Information

Project IdentifiersProject ID: 993812
DEA: 11431274
EFIS: 1121000129
DIST-CO-RTE-PM11-SD-5-R0.3/R36.0
Award Date01/28/2025
Closeout DateNot set
Work DescriptionCMGC Project- Restore the pavement to a state of good repair through roadway rehabilitation, pavement preservation, drainage restoration, transportation management system upgrades, and American with Disabilities Act (ADA) infrastructure improvements.
Location DescriptionSD County
QA Service Level1 (Verified on 09/19/2022)

Sample Information

Sample Taken Date05/18/2026 Sample Unique Key22
Date that the sample was received by the laboratory/organization performing the testing05/18/2026 Sample typeQuality Assurance
A brief description of the samplePSU The quantity of what the sample constitutes12 boxes
From where was the sample collectedSupplier First name of sampler or witnessed byEddie
Last name of sampler or witnessed byBidinger Title of sampler
Telephone number of sampler Laboratory sample identification
Linked DIME Sample ID The fabricator/manufacturer/facility nameMartin Marietta Lakeside
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 Grading1/2 inch Lot number
Sublot number HMA Mix Number21218180AH
Binder content (%)0.0 Virgin binder PG
Design binder PG Binder SupplierValero
RAP content (%)0 WMA AdditivesNo
Antistrip type

Test Details

DIME Sample ID: 2026-05-18-22
DIME Test ID: 2026-05-18-22-2
Testing Lab: CT D11 - District 11 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: 2026-06-01

Test Results


What temperature unit is used?: Celsius
Input Type: Measured
Tester's full name: Eddie Bidinger
Date of test: 05/29/2026
Test procedure used?: Method A
Mass of the specimen basket assembly: 4042.7 g
Mass of the specimen and specimen basket assembly prior to ignition: 5567.1 g
Mass of HMA Sample prior to ignition: 1524.4 g
Mass Loss: 121.9 g
Mass of aggregate remaining after ignition: 1402.5 g
Correction Factor (Percent by mass of HMA Specimen): 0.18 %
Moisture Content: 0.00 %
Temperature Compensation Factor: 0.00 %
Test Temperature: 537 C
Corrected Asphalt Binder Content: 7.82 %
General comments (publicly viewable) (Max 1000 characters): Target: 7.5 Actual: 7.82

Test was verified on 6/1/2026 ✔