Summary for Test 2025-09-16-83-1

Test performed: AASHTO T308-10

Project Information

Project IdentifiersProject ID: 993333
DEA: 04264724
EFIS: 0419000068
DIST-CO-RTE-PM04-MRN-101-R20.8/27.1
Award Date04/26/2022
Closeout DateNot set
Work DescriptionCIP BRIDGES, CONSTRUCT ROADWAY, RETAINING WALLS AND MODIFY ELECTRICAL.
Location DescriptionMARIN COUNTY IN AND NEAR NOVATO FROM 0.1 MILE SOUTH OF FRANKLIN AVENUE OVERHEAD TO 0.5 MILE SOUTH OF SAN ANTONIO CREEK BRIDGE
QA Service Level1 (Verified on 11/01/2021)

Sample Information

Sample Taken Date09/16/2025 Sample Unique Key83
Date that the sample was received by the laboratory/organization performing the testing09/17/2025 Sample typeQuality Assurance
A brief description of the sample3/4 RHMA-G The quantity of what the sample constitutes750 Tons
From where was the sample collectedManufacturer First name of sampler or witnessed byMasele
Last name of sampler or witnessed byPoueu Title of sampler
Telephone number of sampler Laboratory sample identification
Linked DIME Sample ID The fabricator/manufacturer/facility nameBoDean Company
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 TypeRHMA-G
HMA Grading3/4 inch Lot number1
Sublot number9 HMA Mix Number10700SPR16
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: 2025-09-16-83
DIME Test ID: 2025-09-16-83-1
Testing Lab: CT D04 - Petaluma 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: 2025-10-14

Test Results


What temperature unit is used?: Celsius
Input Type: Calculated
Tester's full name: Cody Cordero
Date of test: 09/19/2025
Test procedure used?: Method A
Mass of HMA Sample prior to ignition: 2101.5 g
Mass Loss: 158.7 g
Correction Factor (Percent by mass of HMA Specimen): 0.32 %
Moisture Content: 0.00 %
Temperature Compensation Factor: 0.12 %
Test Temperature: 482 C
Corrected Asphalt Binder Content: 7.11 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 10/14/2025