Summary for Test 2026-09-21-37-1

Test performed: AASHTO T308-25

Project Information

Project IdentifiersProject ID: 995494
DEA: 081K4904
EFIS: 0819000050
DIST-CO-RTE-PM08-SBD-40-R105.1/R105.9
Award Date05/28/2024
Closeout DateNot set
Work DescriptionBUILDING WORK, HMA, AND TEMPORARY PORTABLE SANITARY FACILITIES.
Location DescriptionSAN BERNARDINO COUNTY ABOUT 36 MILES WEST OF NEEDLES FROM 2.1 MILES TO 1.3 MILES WEST OF GOFFS ROAD UNDERCROSSING
QA Service Level1 (Verified on 01/18/2024)

Sample Information

Sample Taken Date09/21/2026 Sample Unique Key37
Date that the sample was received by the laboratory/organization performing the testing09/21/2026 Sample typeAcceptance
A brief description of the sample3/4" RWMA The quantity of what the sample constitutes363.19
From where was the sample collectedManufacturer First name of sampler or witnessed byLuke
Last name of sampler or witnessed byHall Title of sampler
Telephone number of sampler Laboratory sample identification0572G-26
Linked DIME Sample ID The fabricator/manufacturer/facility nameGranite Construction
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 TypeRHMA-G
HMA Grading3/4 inch Lot number
Sublot number HMA Mix Number
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: 2026-09-21-37
DIME Test ID: 2026-09-21-37-1
Testing Lab: CT D08 - Barstow Field Laboratory 1
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: 2026-09-28

Test Results


What temperature unit is used?: Celsius
Input Type: Calculated
Tester's full name: Sm Ali
Date of test: 09/24/2026
Test procedure used?: Method A
Mass of HMA Sample prior to ignition: 2159.0 g
Mass Loss: 155.9 g
Correction Factor (Percent by mass of HMA Specimen): -0.01 %
Moisture Content: 0.00 %
Temperature Compensation Factor: 0.06 %
Test Temperature: 538 C
Corrected Asphalt Binder Content: 7.16 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 9/28/2026 ✔