Summary for Test 2024-07-18-34-2

Test performed: ASTM D36-14ε1

Project Information

Project IdentifiersProject ID: 1000002
DEA: 010M6404
EFIS: 0123000051
DIST-CO-RTE-PM01-LAK-29-R45.1/52.5
Award Date03/14/2024
Closeout Date03/20/2025
Work DescriptionRHMA-G, COLD PLANE AC PAVEMENT, AND PAVEMENT DELINEATION.
Location DescriptionLAKE COUNTY NEAR LAKEPORT FROM PARK WAY OVERCROSSING TO ROUTE 20
QA Service Level1 (Verified on 01/10/2024)

Sample Information

Sample Taken Date07/18/2024 Sample Unique Key34
Date that the sample was received by the laboratory/organization performing the testing07/23/2024 Sample typeAcceptance
A brief description of the sample1 can PG 64-16 Rubber binder The quantity of what the sample constitutes1 can RUBBER BINDER
From where was the sample collectedSource First name of sampler or witnessed byThomas
Last name of sampler or witnessed byILLIFFE Title of samplerPlant QC
Telephone number of sampler Laboratory sample identification24-124
Linked DIME Sample ID The fabricator/manufacturer/facility nameGranite HWY175
Transportation Laboratory (TL) Number802715 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: 2024-07-18-34
DIME Test ID: 2024-07-18-34-2
Testing Lab: CT HQ - Sacramento Asphalt Binder Laboratory
Test Method: ASTM D36-14ε1: Standard Test Method for Softening Point of Bitumen (Ring-and-Ball Apparatus) (Softening Point)
Test Release Date: 2024-07-25

Test Results


ASTM Thermometer used?: C
Input Type: Measured
Tester's full name: Karen Sawyer
Date of test: 07/24/2024
Softening Point Sample 1: 74 C
Softening Point Sample 2: 74 C
Bath Liquid: freshly boiled distilled water
Minutes Reaction: no data
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 7/25/2024 ✔