Summary for Test 2026-09-28-43-1

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 Date09/28/2026 Sample Unique Key43
Date that the sample was received by the laboratory/organization performing the testing09/29/2026 Sample typeQuality Assurance
A brief description of the sample3/4 HMA SP R25 The quantity of what the sample constitutes750-1500 Tons
From where was the sample collectedSupplier First name of sampler or witnessed byJesse
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 number12 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: 2026-09-28-43
DIME Test ID: 2026-09-28-43-1
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: 2026-10-14

Test Results


What temperature unit is used?: Fahrenheit
Input Type: Measured
Tester's full name: Jesse Gomez
Date of test: 09/30/2026
Test procedure used?: Method A
Mass of the specimen basket assembly: 4255.2 g
Mass of the specimen and specimen basket assembly prior to ignition: 6318.0 g
Mass of HMA Sample prior to ignition: 2062.8 g
Mass Loss: 107.6 g
Mass of aggregate remaining after ignition: 1955.2 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: 4.72 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 10/14/2026 ✔