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
Will the laboratory/organization for which you are a member perform testing on this material sample?Yes 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