Summary for Test 2026-05-23-1-3

Test performed: AASHTO T308-25

Project Information

Project IdentifiersProject ID: 1001245
DEA: 040AA624
EFIS: 0419000518
DIST-CO-RTE-PM04-SF-1-0.9/5.8
Award Date07/23/2025
Closeout DateNot set
Work DescriptionCOLD PLANE AC PVMT, HMA (TYPE A) AND INDIVIDUAL SLAB REPLACEMENT.
Location DescriptionTHE CITY AND COUNTY OF SAN FRANCISCO FROM HOLLOWAY AVENUE TO CALIFORNIA STREET
QA Service Level1 (Verified on 10/23/2025)

Sample Information

Sample Taken Date05/23/2026 Sample Unique Key1
Date that the sample was received by the laboratory/organization performing the testing05/26/2026 Sample typeAcceptance
A brief description of the sample1/2 HMA + 15% RAP The quantity of what the sample constitutes750 Tons
From where was the sample collectedSupplier First name of sampler or witnessed byLeo
Last name of sampler or witnessed byMendoza Title of sampler
Telephone number of sampler Laboratory sample identification
Linked DIME Sample ID The fabricator/manufacturer/facility namePeninsula Road Materials-RC
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 Grading1/2 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: 2026-05-23-1
DIME Test ID: 2026-05-23-1-3
Testing Lab: CT D04 - Pleasanton 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: 2026-06-10

Test Results


What temperature unit is used?: Celsius
Input Type: Measured
Tester's full name: Robert Lohman
Date of test: 06/09/2026
Test procedure used?: Method A
Mass of the specimen basket assembly: 3550.4 g
Mass of the specimen and specimen basket assembly prior to ignition: 5300.4 g
Mass of HMA Sample prior to ignition: 1750.0 g
Mass Loss: 108.5 g
Mass of aggregate remaining after ignition: 1641.5 g
Correction Factor (Percent by mass of HMA Specimen): 0.96 %
Moisture Content: 0.00 %
Temperature Compensation Factor: 0.17 %
Test Temperature: 481 C
Corrected Asphalt Binder Content: 5.07 %
General comments (publicly viewable) (Max 1000 characters): Lot 1 SL. 23

Test was verified on 6/10/2026 ✔