Summary for Test 2026-01-14-49-1

Test performed: AASHTO T308-25

Project Information

Project IdentifiersProject ID: 1000665
DEA: 081K4004
EFIS: 0819000031
DIST-CO-RTE-PM08-RIV-15-3.5/6.8
Award Date01/29/2025
Closeout DateNot set
Work DescriptionHMA (TYPE A), RDWY EXC, STR CONC RET WALL, RUBBERIZED HMA (OGFC).
Location DescriptionTEMECULA FROM 0.1 MI NORTH OF TEMECULA PARKWAY TO 0.2 MI NORTH OF WINCHESTER ROAD
QA Service Level1 (Verified on 01/13/2025)

Sample Information

Sample Taken Date01/14/2026 Sample Unique Key49
Date that the sample was received by the laboratory/organization performing the testing01/20/2026 Sample typeAcceptance
A brief description of the sampleHMA Type A The quantity of what the sample constitutes4 boxes
From where was the sample collectedSupplier First name of sampler or witnessed byJacob
Last name of sampler or witnessed byW Title of sampler
Telephone number of sampler Laboratory sample identification
Linked DIME Sample ID The fabricator/manufacturer/facility nameRJ Noble Company
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 Number36R2508SPWEC
Binder content (%)4.7 Virgin binder PG
Design binder PG PG 70-10 Binder SupplierWorld Oil
RAP content (%)25 WMA AdditivesYes
Antistrip typeEvotherm

Test Details

DIME Sample ID: 2026-01-14-49
DIME Test ID: 2026-01-14-49-1
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: 2026-03-13

Test Results


What temperature unit is used?: Celsius
Input Type: Calculated
Tester's full name: Elias Hamel
Date of test: 01/29/2026
Test procedure used?: Method A
Mass of HMA Sample prior to ignition: 2143.0 g
Mass Loss: 119.5 g
Correction Factor (Percent by mass of HMA Specimen): 0.51 %
Moisture Content: 0.00 %
Temperature Compensation Factor: 0.13 %
Test Temperature: 538 C
Corrected Asphalt Binder Content: 4.94 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 3/13/2026 ✔