Summary for Test 2026-04-21-35-2

Test performed: AASHTO T308-25

Project Information

Project IdentifiersProject ID: 1002115
DEA: 09433704
EFIS: 0926000058
DIST-CO-RTE-PM09---unknown
Award DateNot set
Closeout DateNot set
Work DescriptionNot set
Location DescriptionNot set
QA Service LevelNOT VERIFIED

Sample Information

Sample Taken Date04/21/2026 Sample Unique Key35
Date that the sample was received by the laboratory/organization performing the testing04/22/2026 Sample typeAcceptance
A brief description of the sample4 Boxes of 3/4" HMA The quantity of what the sample constitutes750 Tons
From where was the sample collectedJob Site First name of sampler or witnessed byEdward
Last name of sampler or witnessed byPadua Title of sampler
Telephone number of sampler Laboratory sample identificationHMA-02
Linked DIME Sample ID The fabricator/manufacturer/facility nameGranite Plant Solari
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 Grading3/4 inch Lot number
Sublot number 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: 2026-04-21-35
DIME Test ID: 2026-04-21-35-2
Testing Lab: CT D09 - Bishop Field Laboratory
Test Method: AASHTO T308-25: 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: 2026-04-28

Test Results


What temperature unit is used?: Celsius
Input Type: Measured
Tester's full name: Derek Carrington
Date of test: 04/27/2026
Test procedure used?: Method A
Mass of the specimen basket assembly: 4251.6 g
Mass of the specimen and specimen basket assembly prior to ignition: 6573.2 g
Mass of HMA Sample prior to ignition: 2321.6 g
Mass Loss: 115.2 g
Mass of aggregate remaining after ignition: 2206.4 g
Correction Factor (Percent by mass of HMA Specimen): 0.57 %
Moisture Content: 0.00 %
Temperature Compensation Factor: 0.00 %
Test Temperature: 538 C
Corrected Asphalt Binder Content: 4.39 %
General comments (publicly viewable) (Max 1000 characters): HMA-2

Test was verified on 4/28/2026 ✔