Summary for Test 2025-05-02-63-1

Test performed: AASHTO T308-10

Project Information

Project IdentifiersProject ID: 1720
DEA: 040G0804
DIST-CO-RTE-PM04-SON,SOL-37-4.0/R6.1,R2/R7.4
Award Date04/23/2009
Closeout Date07/29/2011
Work DescriptionREPLACE ASPHALT CONCRETE SURFACING
Location DescriptionIn Sonoma and Solano Counties in and near Vallejo from Tolay Creek Bridge to 0.2 mile east of Walnut Avenue Overcrossing
QA Service Level1 (Verified on 07/29/2011)

Sample Information

Sample Taken Date05/02/2025 Sample Unique Key63
Date that the sample was received by the laboratory/organization performing the testing05/22/2025 Sample typeQuality Assurance
A brief description of the sample3/4 HMA The quantity of what the sample constitutes100Tons
From where was the sample collectedJob Site First name of sampler or witnessed byTyler
Last name of sampler or witnessed byG Title of sampler
Telephone number of sampler Laboratory sample identification
Linked DIME Sample ID The fabricator/manufacturer/facility nameTeichert Woodland
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 number5
Sublot number3 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: 2025-05-02-63
DIME Test ID: 2025-05-02-63-1
Testing Lab: CT D04 - Concord 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: 2025-07-15

Test Results


What temperature unit is used?: Celsius
Input Type: Calculated
Tester's full name: Henry Concepcion
Date of test: 05/23/2025
Test procedure used?: Method A
Mass of HMA Sample prior to ignition: 1643.1 g
Mass Loss: 116.5 g
Correction Factor (Percent by mass of HMA Specimen): 0.57 %
Moisture Content: 0.00 %
Temperature Compensation Factor: 0.18 %
Test Temperature: 538 C
Corrected Asphalt Binder Content: 6.87 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 7/15/2025 ✔