Summary for Test 2025-01-11-1-7

Test performed: AASHTO T308-10

Project Information

Project IdentifiersProject ID: 1000578
DEA: 112N1704
EFIS: 1122000283
DIST-CO-RTE-PM11-SD-805-15.72-28.3
Award Date05/20/2024
Closeout Date06/09/2025
Work DescriptionBridge Preservation
Location DescriptionIn San Diego at various locations from Landis Street Overcrossing to Sorrento Valley Boulevard Undercrossing
QA Service Level1 (Verified on 09/03/2024)

Sample Information

Sample Taken Date01/11/2025 Sample Unique Key1
Date that the sample was received by the laboratory/organization performing the testing01/14/2025 Sample typeQuality Assurance
A brief description of the samplePSU The quantity of what the sample constitutes12 boxes
From where was the sample collectedSource First name of sampler or witnessed byDerrick
Last name of sampler or witnessed byMcCovy Title of samplerTET
Telephone number of sampler6193722435 Laboratory sample identification1601-PSU
Linked DIME Sample ID2025-01-11-02 The fabricator/manufacturer/facility nameVulcan Otay
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 Number220817 Otay Val
Binder content (%)Not set Virgin binder PGNot set
Design binder PGNot set Binder SupplierNot set
RAP content (%)Not set WMA AdditivesNot set
Antistrip typeNot set

Test Details

DIME Sample ID: 2025-01-11-1
DIME Test ID: 2025-01-11-1-7
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: 2025-01-24

Test Results


What temperature unit is used?: Celsius
Input Type: Measured
Tester's full name: Shawn Rivers
Date of test: 01/24/2025
Test procedure used?: Method A
Mass of the specimen basket assembly: 4011.3 g
Mass of the specimen and specimen basket assembly prior to ignition: 5660.6 g
Mass of HMA Sample prior to ignition: 1649.3 g
Mass Loss: 105.0 g
Mass of aggregate remaining after ignition: 1544.3 g
Correction Factor (Percent by mass of HMA Specimen): 0.00 %
Moisture Content: 0.00 %
Temperature Compensation Factor: 0.00 %
Test Temperature: 538 C
Corrected Asphalt Binder Content: 6.37 %
General comments (publicly viewable) (Max 1000 characters): RAP Complies

Test was verified on 1/24/2025 ✔