Summary for Test 2025-11-19-6-3

Test performed: AASHTO T308-25

Project Information

Project IdentifiersProject ID: 995242
DEA: 060Y1304
EFIS: 0619000010
DIST-CO-RTE-PM06-KER-33-40.4/59.3
Award Date06/20/2024
Closeout Date09/10/2026
Work DescriptionCOLD PLANE, PLACE HMA AND RHMA-G, AND REPLACE CULVERTS.
Location DescriptionKERN COUNTY ABOUT 8 MILES NORTH OF MCKITTRICK FROM CYMRIC WASH BRIDGE TO 0.8 MILE SOUTH OF ROUTE 46
QA Service Level1 (Verified on 09/03/2024)

Sample Information

Sample Taken Date11/19/2025 Sample Unique Key6
Date that the sample was received by the laboratory/organization performing the testing11/19/2025 Sample typeAcceptance
A brief description of the sample1/2" RHMA- G The quantity of what the sample constitutesL2SL53
From where was the sample collectedSource First name of sampler or witnessed byMatt
Last name of sampler or witnessed byDecker Title of sampler
Telephone number of sampler Laboratory sample identification
Linked DIME Sample ID The fabricator/manufacturer/facility nameGranite Solari
Transportation Laboratory (TL) Number Inspector Lot Number from the Transportation Laboratory (TL) Form
Structure unique identifier Structure name
Bid Item3905097

Material Information

Material TypeHot Mix Asphalt HMA TypeRHMA-G
HMA Grading1/2 inch Lot number2
Sublot number53 HMA Mix Number
Binder content (%)0.0 Virgin binder PG PG 64-16
Design binder PG PG 64-16 Binder SupplierSan Juaquin Refinery
RAP content (%)0 WMA AdditivesYes
Antistrip typeHydrated Lime

Test Details

DIME Sample ID: 2025-11-19-6
DIME Test ID: 2025-11-19-6-3
Testing Lab: CT D06 - Bakersfield Field 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: 2025-11-21

Test Results


What temperature unit is used?: Fahrenheit
Input Type: Measured
Tester's full name: Neale Brown
Date of test: 11/21/2025
Test procedure used?: Method A
Mass of the specimen basket assembly: 3974.1 g
Mass of the specimen and specimen basket assembly prior to ignition: 5709.4 g
Mass of HMA Sample prior to ignition: 1735.3 g
Mass Loss: 126.8 g
Mass of aggregate remaining after ignition: 1608.5 g
Correction Factor (Percent by mass of HMA Specimen): 0.22 %
Moisture Content: 0.00 %
Temperature Compensation Factor: 0.00 %
Test Temperature: 538 F
Corrected Asphalt Binder Content: 7.09 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 11/21/2025 ✔