Summary for Test 2026-09-08-50-10

Test performed: AASHTO T308-10

Project Information

Project IdentifiersProject ID: 1002589
DEA: 112N2354
EFIS: 1124000193
DIST-CO-RTE-PM11-SAN DIEGO-76-R8.1/R12.0
Award DateNot set
Closeout DateNot set
Work DescriptionRTE 76 REHAB - OCEANSIDE, 0.4 MI E OF MELROSE DR TO OLIVE HILL RD/CAMINO DEL REY (11-2N2354)
Location DescriptionNot set
QA Service Level1 (Verified on 09/01/2026)

Sample Information

Sample Taken Date09/08/2026 Sample Unique Key50
Date that the sample was received by the laboratory/organization performing the testing09/09/2026 Sample typeProduction Start-Up
A brief description of the sample3/4" HMA-A The quantity of what the sample constitutes12 boxes
From where was the sample collectedSupplier First name of sampler or witnessed byN/A
Last name of sampler or witnessed byN/A Title of sampler
Telephone number of sampler Laboratory sample identification
Linked DIME Sample ID The fabricator/manufacturer/facility nameAll American Asphalt Corona
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 number
Sublot number HMA Mix Number105793
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: 2026-09-08-50
DIME Test ID: 2026-09-08-50-10
Testing Lab: CT D11 - District 11 Materials 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: 2026-10-06

Test Results


What temperature unit is used?: Fahrenheit
Input Type: Measured
Tester's full name: Shawn Rivers
Date of test: 10/01/2026
Test procedure used?: Method A
Mass of the specimen basket assembly: 4046.7 g
Mass of the specimen and specimen basket assembly prior to ignition: 5708.0 g
Mass of HMA Sample prior to ignition: 1661.3 g
Mass Loss: 103.4 g
Mass of aggregate remaining after ignition: 1557.9 g
Correction Factor (Percent by mass of HMA Specimen): 0.00 %
Moisture Content: 0.00 %
Temperature Compensation Factor: 0.00 %
Test Temperature: 538 F
Corrected Asphalt Binder Content: 6.22 %
General comments (publicly viewable) (Max 1000 characters): RAP Complies

Test was verified on 10/6/2026 ✔