Summary for Test 2025-07-28-18-1

Test performed: AASHTO T308-10

Project Information

Project IdentifiersProject ID: 1001049
DEA: 061G4504
EFIS: 0623000222
DIST-CO-RTE-PM06-FRE-41,180-R23.7/R24.5,R58.8
Award Date05/20/2025
Closeout Date12/02/2025
Work DescriptionCOLD PLANE AC PAVEMENT, AND REPLACE WITH HMA.
Location DescriptionFRESNO COUNTY IN FRESNO ON ROUTE 41 FROM DIVISADERO STREET OVERCROSSING TO ROUTE 41/180 SEPARATION AND ON ROUTE 180 AT 0.1 MILE EAST OF ROUTE 41/180 SEPARATION
QA Service Level1 (Verified on 03/19/2025)

Sample Information

Sample Taken Date07/28/2025 Sample Unique Key18
Date that the sample was received by the laboratory/organization performing the testing07/28/2025 Sample typeQuality Assurance
A brief description of the sample3/4” HMA Aggregate The quantity of what the sample constitutes0-750 Tons Produced
From where was the sample collectedManufacturer First name of sampler or witnessed byNoah
Last name of sampler or witnessed byHunt Title of samplerSenior Materials Tester
Telephone number of sampler Laboratory sample identification
Linked DIME Sample ID The fabricator/manufacturer/facility nameMartin Marietta Central Ave Fresno
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 number5 HMA Mix Number
Binder content (%)0.0 Virgin binder PG
Design binder PG Binder Supplier
RAP content (%)25 WMA Additives
Antistrip type

Test Details

DIME Sample ID: 2025-07-28-18
DIME Test ID: 2025-07-28-18-1
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: 2025-07-30

Test Results


What temperature unit is used?: Celsius
Input Type: Measured
Tester's full name: Tomas Silva
Date of test: 07/29/2025
Test procedure used?: Method A
Mass of the specimen basket assembly: 3977.1 g
Mass of the specimen and specimen basket assembly prior to ignition: 6227.9 g
Mass of HMA Sample prior to ignition: 2250.8 g
Mass Loss: 110.6 g
Mass of aggregate remaining after ignition: 2140.2 g
Correction Factor (Percent by mass of HMA Specimen): 0.11 %
Moisture Content: 0.00 %
Temperature Compensation Factor: 0.00 %
Test Temperature: 538 C
Corrected Asphalt Binder Content: 4.80 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 7/30/2025 ✔