Summary for Test 2025-11-19-56-5

Test performed: ASTM D36-14ε1

Project Information

Project IdentifiersProject ID: 1000014
DEA: 010H1504
EFIS: 0117000116
DIST-CO-RTE-PM01-MEN-162-R0.0/25.7
Award Date03/26/2024
Closeout DateNot set
Work DescriptionHMA, RHMA, AND GEOSYNTHETIC PAVEMENT INTERLAYER.
Location DescriptionMENDOCINO COUNTY NEAR LONGVALE FROM ROUTE 101 TO 1.1 MILES SOUTH OF POONKINNEY ROAD NEAR COVELO
QA Service Level1 (Verified on 01/10/2024)

Sample Information

Sample Taken Date11/19/2025 Sample Unique Key56
Date that the sample was received by the laboratory/organization performing the testing11/25/2025 Sample typeQuality Assurance
A brief description of the sample1 can PG 64-16 Rubber binder The quantity of what the sample constitutes1 can binder
From where was the sample collectedSource First name of sampler or witnessed bya
Last name of sampler or witnessed bye Title of sampler
Telephone number of sampler Laboratory sample identification25-206
Linked DIME Sample ID The fabricator/manufacturer/facility nameGranite Ukiah
Transportation Laboratory (TL) Number035530 Inspector Lot Number from the Transportation Laboratory (TL) Form
Structure unique identifier Structure name
Bid ItemNot set

Material Information

Material TypeAsphalt Rubber Binder Asphalt modifier supplier
Performance GradePG 64-16 Lot number
Sublot number Asphalt Rubber Binder Mix Number

Test Details

DIME Sample ID: 2025-11-19-56
DIME Test ID: 2025-11-19-56-5
Testing Lab: Atlas - Denver
Test Method: ASTM D36-14ε1: Standard Test Method for Softening Point of Bitumen (Ring-and-Ball Apparatus) (Softening Point)
Test Release Date: 2025-12-30

Test Results


ASTM Thermometer used?: F
Input Type: Measured
Tester's full name: Erik Svensson
Date of test: 12/30/2025
Softening Point Sample 1: 150 F
Softening Point Sample 2: 150 F
Bath Liquid: freshly boiled distilled water
Minutes Reaction: no data
General comments (publicly viewable) (Max 1000 characters): SOFTENING POINT

Test was verified on 12/30/2025 ✔