Summary for Test 2025-05-06-39-1

Test performed: AASHTO T308-10

Project Information

Project IdentifiersProject ID: 1001165
DEA: 061H6304
EFIS: 0625000097
DIST-CO-RTE-PM06-FRE-6-43.95
Award Date02/03/2025
Closeout Date07/11/2025
Work DescriptionThe scope of work will include culvert replacement, pavement repair, traffic control, and pavement delineation.
Location DescriptionFresno County, Rout I-5 at PM 43.95.
QA Service Level1 (Verified on 04/11/2025)

Sample Information

Sample Taken Date05/06/2025 Sample Unique Key39
Will the laboratory/organization for which you are a member perform testing on this material sample?Yes Date that the sample was received by the laboratory/organization performing the testing05/07/2025
Sample typeAcceptance A brief description of the sample3/4 HMA
The quantity of what the sample constitutes100 tons From where was the sample collectedManufacturer
First name of sampler or witnessed byJonathon Last name of sampler or witnessed byChaney
Title of samplerTET Telephone number of sampler5592309471
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameGranite Coalinga 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 number1
Sublot number7 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: 2025-05-06-39
DIME Test ID: 2025-05-06-39-1
Testing Lab: CT D06 - Millbrook Field 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: 2025-05-12

Test Results


What temperature unit is used?: Celsius
Input Type: Measured
Tester's full name: Tomas Silva
Date of test: 05/08/2025
Test procedure used?: Method A
Mass of the specimen basket assembly: 2862.7 g
Mass of the specimen and specimen basket assembly prior to ignition: 5048.0 g
Mass of HMA Sample prior to ignition: 2185.3 g
Mass Loss: 131.6 g
Mass of aggregate remaining after ignition: 2053.7 g
Correction Factor (Percent by mass of HMA Specimen): 1.19 %
Moisture Content: 0.00 %
Temperature Compensation Factor: 0.11 %
Test Temperature: 482 C
Corrected Asphalt Binder Content: 4.72 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 5/12/2025