Summary for Test 2026-07-30-9-1

Test performed: AASHTO T308-25

Project Information

Project IdentifiersProject ID: 1001616
DEA: 061C0604
EFIS: 0621000014
DIST-CO-RTE-PM06-KER-223-1.8/10.4
Award DateNot set
Closeout DateNot set
Work DescriptionFULL DEPTH RECYCLE AND V-DITCHES.
Location DescriptionKERN COUNTY NEAR BAKERSFIELD FROM ROUTE 223/5 SEPARATION TO 0.1 MILE WEST OF ROUTE 223/99 SEPARATION
QA Service Level1 (Verified on 10/06/2025)

Sample Information

Sample Taken Date07/30/2026 Sample Unique Key9
Date that the sample was received by the laboratory/organization performing the testing07/30/2026 Sample typeAcceptance
A brief description of the sample1/2" RHMA-G The quantity of what the sample constitutesL2SL10
From where was the sample collectedSource First name of sampler or witnessed byBarrett
Last name of sampler or witnessed byFelder 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 Item3945942

Material Information

Material TypeHot Mix Asphalt HMA TypeRHMA-G
HMA Grading1/2 inch Lot number2
Sublot number10 HMA Mix Number
Binder content (%)7.5 Virgin binder PG PG 64-16
Design binder PG PG 64-16 Binder Suppliersan Joaquin refinery
RAP content (%)0 WMA AdditivesYes
Antistrip typeLime

Test Details

DIME Sample ID: 2026-07-30-9
DIME Test ID: 2026-07-30-9-1
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: 2026-07-30

Test Results


What temperature unit is used?: Fahrenheit
Input Type: Measured
Tester's full name: Barrett Felder
Date of test: 07/30/2026
Test procedure used?: Method A
Mass of the specimen basket assembly: 4252.5 g
Mass of the specimen and specimen basket assembly prior to ignition: 5772.7 g
Mass of HMA Sample prior to ignition: 1520.2 g
Mass Loss: 118.4 g
Mass of aggregate remaining after ignition: 1401.8 g
Correction Factor (Percent by mass of HMA Specimen): 0.00 %
Moisture Content: 0.00 %
Temperature Compensation Factor: 0.00 %
Test Temperature: 538 F
Corrected Asphalt Binder Content: 7.79 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 7/30/2026 ✔