Summary for Test 2026-01-30-25-1

Test performed: AASHTO T308-25

Project Information

Project IdentifiersProject ID: 1000641
DEA: 080G8504
EFIS: 0815000218
DIST-CO-RTE-PM08-RIV-10-R71.2/R72.6
Award Date04/03/2025
Closeout DateNot set
Work DescriptionBUILDING WORK.
Location DescriptionRIVERSIDE COUNTY NEAR INDIO FROM 0.9 MILE WEST TO 0.5 MILE EAST OF THE CACTUS CITY SAFETY ROADSIDE REST AREAS
QA Service Level1 (Verified on 01/13/2025)

Sample Information

Sample Taken Date01/30/2026 Sample Unique Key25
Date that the sample was received by the laboratory/organization performing the testing02/04/2026 Sample typeAcceptance
A brief description of the sample3/4 HMA The quantity of what the sample constitutes750 Tons
From where was the sample collectedJob Site First name of sampler or witnessed byF
Last name of sampler or witnessed byCarranza 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 Number14747
Binder content (%)4.2 Virgin binder PG PG 70-10
Design binder PG PG 70-10 Binder SupplierValero
RAP content (%)25 WMA AdditivesYes
Antistrip typeLSM

Test Details

DIME Sample ID: 2026-01-30-25
DIME Test ID: 2026-01-30-25-1
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: 2026-03-16

Test Results


What temperature unit is used?: Celsius
Input Type: Calculated
Tester's full name: Vincent Onoh
Date of test: 02/05/2026
Test procedure used?: Method A
Mass of HMA Sample prior to ignition: 2179.0 g
Mass Loss: 94.3 g
Correction Factor (Percent by mass of HMA Specimen): 0.03 %
Moisture Content: 0.00 %
Temperature Compensation Factor: 0.14 %
Test Temperature: 538 C
Corrected Asphalt Binder Content: 4.16 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 3/16/2026 ✔