Summary for Test 2026-06-08-25-1

Test performed: AASHTO T308-25

Project Information

Project IdentifiersProject ID: 1001723
DEA: 050N7064
EFIS: 0524000077
DIST-CO-RTE-PM05-SB-101-10.9/12.3
Award DateNot set
Closeout DateNot set
Work DescriptionSB 101 - Segment 4E North - Cabrillo
Location DescriptionNot set
QA Service Level1 (Verified on 11/03/2025)

Sample Information

Sample Taken Date06/08/2026 Sample Unique Key25
Will the laboratory/organization for which you are a member perform testing on this material sample?Yes Date that the sample was received by the laboratory/organization performing the testing06/09/2026
Sample typeQuality Assurance A brief description of the sample3/4 HMA SP R25
The quantity of what the sample constitutes0-750 Tons From where was the sample collectedSupplier
First name of sampler or witnessed byEduardo Last name of sampler or witnessed byGomez
Title of sampler Telephone number of sampler
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameGranite Santa Paula 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 number9 HMA Mix Number14851
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: 2026-06-08-25
DIME Test ID: 2026-06-08-25-1
Testing Lab: CT D05 - Carpinteria 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: 2026-06-15

Test Results


What temperature unit is used?: Fahrenheit
Input Type: Calculated
Tester's full name: Bryan Stewart
Date of test: 06/09/2026
Test procedure used?: Method A
Mass of HMA Sample prior to ignition: 2009.6 g
Mass Loss: 106.1 g
Correction Factor (Percent by mass of HMA Specimen): 0.50 %
Moisture Content: 0.00 %
Temperature Compensation Factor: 0.00 %
Test Temperature: 538 F
Corrected Asphalt Binder Content: 4.78 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 6/15/2026