Summary for Test 2025-09-09-95-1

Test performed: AASHTO T308-10

Project Information

Project IdentifiersProject ID: 1001673
DEA: 114B0384
EFIS: 1124000023
DIST-CO-RTE-PM11-UNKNOWN--
Award Date03/12/2025
Closeout Date05/29/2026
Work DescriptionNot set
Location DescriptionNot set
QA Service Level1 (Verified on 05/29/2026)

Sample Information

Sample Taken Date09/09/2025 Sample Unique Key95
Date that the sample was received by the laboratory/organization performing the testing09/11/2025 Sample typeProduction Start-Up
A brief description of the samplePSU The quantity of what the sample constitutes12 boxes
From where was the sample collectedSupplier First name of sampler or witnessed byGerardo
Last name of sampler or witnessed byCordero Title of sampler
Telephone number of sampler Laboratory sample identification25-09-09-95
Linked DIME Sample ID2025-09-09-94 The fabricator/manufacturer/facility nameVulcan
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 Grading1/2 inch Lot number
Sublot number HMA Mix Number320200 Otay Val
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: 2025-09-09-95
DIME Test ID: 2025-09-09-95-1
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: 2025-11-20

Test Results


What temperature unit is used?: Celsius
Input Type: Measured
Tester's full name: Daniel Smith
Date of test: 11/18/2025
Test procedure used?: Method A
Mass of the specimen basket assembly: 3930.9 g
Mass of the specimen and specimen basket assembly prior to ignition: 5461.0 g
Mass of HMA Sample prior to ignition: 1530.1 g
Mass Loss: 89.9 g
Mass of aggregate remaining after ignition: 1440.2 g
Correction Factor (Percent by mass of HMA Specimen): 0.48 %
Moisture Content: 0.00 %
Temperature Compensation Factor: 0.00 %
Test Temperature: 538 C
Corrected Asphalt Binder Content: 5.40 %
General comments (publicly viewable) (Max 1000 characters): Complies Target 4.90% Tested 5.40%

Test was verified on 11/20/2025 ✔