Summary for Test 2025-08-15-6-1

Test performed: AASHTO T308-10

Project Information

Project IdentifiersProject ID: 1000942
DEA: 061G7204
EFIS: 0624000159
DIST-CO-RTE-PM06-KIN-43-3.1/10.2
Award Date04/17/2025
Closeout Date11/10/2025
Work DescriptionTRAFFIC PAVEMENT STRIPE, MARKING AND RUMBLE STRIP.
Location DescriptionKINGS COUNTY IN AND NEAR CORCORAN FROM 1.9 MILES SOUTH OF NEVADA AVENUE TO 0.2 MILE SOUTH OF KANSAS AVENUE
QA Service Level1 (Verified on 03/04/2025)

Sample Information

Sample Taken Date08/15/2025 Sample Unique Key6
Date that the sample was received by the laboratory/organization performing the testing08/15/2025 Sample typeAcceptance
A brief description of the sample3/4 HMA- A The quantity of what the sample constitutes60 tons
From where was the sample collectedManufacturer First name of sampler or witnessed byJonathon
Last name of sampler or witnessed byChaney Title of samplerTET
Telephone number of sampler Laboratory sample identification
Linked DIME Sample ID The fabricator/manufacturer/facility nameMartin murrieta fresno
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 Number
Binder content (%)0.0 Virgin binder PG
Design binder PG Binder SupplierSJR
RAP content (%)25 WMA Additives
Antistrip type

Test Details

DIME Sample ID: 2025-08-15-6
DIME Test ID: 2025-08-15-6-1
Testing Lab: CT D06 - Millbrook Field Laboratory
Test Method: AASHTO T308-10: 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: 2025-08-18

Test Results


What temperature unit is used?: Celsius
Input Type: Measured
Tester's full name: Tomas Silva
Date of test: 08/15/2025
Test procedure used?: Method A
Mass of the specimen basket assembly: 3969.3 g
Mass of the specimen and specimen basket assembly prior to ignition: 6061.3 g
Mass of HMA Sample prior to ignition: 2092.0 g
Mass Loss: 108.2 g
Mass of aggregate remaining after ignition: 1983.8 g
Correction Factor (Percent by mass of HMA Specimen): 0.11 %
Moisture Content: 0.00 %
Temperature Compensation Factor: 0.00 %
Test Temperature: 538 C
Corrected Asphalt Binder Content: 5.06 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 8/18/2025 ✔