Summary for Test 2026-06-03-93-1

Test performed: AASHTO T308-25

Project Information

Project IdentifiersProject ID: 1002108
DEA: 081T3104
EFIS: 0826000039
DIST-CO-RTE-PM08-RIV-74-74.5/92.1
Award Date11/17/2025
Closeout DateNot set
Work DescriptionRepair fire damaged roadway, guardrails, signs and existing drainage systems
Location DescriptionIn Riverside County in Santa Rosa and San Jacinto Mountains National Monument from on State Route 74(SR 74) from Postmile 74.5 to Postmile 92.1
QA Service Level1 (Verified on 04/29/2026)

Sample Information

Sample Taken Date06/03/2026 Sample Unique Key93
Date that the sample was received by the laboratory/organization performing the testing06/11/2026 Sample typeAcceptance
A brief description of the sample3/4" HMA TYPE A The quantity of what the sample constitutes100.00 TONS OUT
From where was the sample collectedSource First name of sampler or witnessed byAbbas
Last name of sampler or witnessed byKhansar Title of sampler
Telephone number of sampler Laboratory sample identification
Linked DIME Sample ID The fabricator/manufacturer/facility nameGranite Desert Hot Springs
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 Number
Binder content (%)4.5 Virgin binder PG
Design binder PG Binder Supplier
RAP content (%)Not set WMA Additives
Antistrip type

Test Details

DIME Sample ID: 2026-06-03-93
DIME Test ID: 2026-06-03-93-1
Testing Lab: CT D08 - Fontana Southern Regional 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?: Celsius
Input Type: Calculated
Tester's full name: Ayman Nabulsi
Date of test: 06/15/2026
Test procedure used?: Method A
Mass of HMA Sample prior to ignition: 2178.5 g
Mass Loss: 103.5 g
Correction Factor (Percent by mass of HMA Specimen): 0.20 %
Moisture Content: 0.00 %
Temperature Compensation Factor: 0.06 %
Test Temperature: 538 C
Corrected Asphalt Binder Content: 4.49 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 6/15/2026 ✔