Summary for Test 2025-09-20-56-1

Test performed: AASHTO T308-10

Project Information

Project IdentifiersProject ID: 993454
DEA: 040K8004
EFIS: 0416000141
COOP: 042892
DIST-CO-RTE-PM04-MRN-101-13.7
Award Date02/05/2025
Closeout DateNot set
Work DescriptionCONSTRUCT ROUNDABOUT, CURB RAMPS AND SW, SIGNAL AND LIGHTING SYSTEMS.
Location DescriptionMARIN COUNTY IN SAN RAFAEL AT FREITAS PARKWAY OVERCROSSING
QA Service Level1 (Verified on 12/10/2021)

Sample Information

Sample Taken Date09/20/2025 Sample Unique Key56
Date that the sample was received by the laboratory/organization performing the testing09/20/2025 Sample typeQuality Assurance
A brief description of the sample3/4 HMA with RAP The quantity of what the sample constitutes750 tons
From where was the sample collectedJob Site First name of sampler or witnessed byIgnacio
Last name of sampler or witnessed byArechiga Title of sampler
Telephone number of sampler Laboratory sample identification
Linked DIME Sample ID The fabricator/manufacturer/facility nameRichmond Dutra
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: 2025-09-20-56
DIME Test ID: 2025-09-20-56-1
Testing Lab: CT D04 - Richmond 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: 2026-10-26

Test Results


What temperature unit is used?: Celsius
Input Type: Measured
Tester's full name: Ignacio Arechiga
Date of test: 09/20/2025
Test procedure used?: Method A
Mass of the specimen basket assembly: 2869.3 g
Mass of the specimen and specimen basket assembly prior to ignition: 4477.6 g
Mass of HMA Sample prior to ignition: 1608.3 g
Mass Loss: 124.9 g
Mass of aggregate remaining after ignition: 1483.4 g
Correction Factor (Percent by mass of HMA Specimen): 0.00 %
Moisture Content: 0.00 %
Temperature Compensation Factor: 0.19 %
Test Temperature: 538 C
Corrected Asphalt Binder Content: 7.58 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 10/26/2026 ✔