Summary for Test 2023-06-19-25-3

Test performed: ASTM D36-14ε1

Project Information

Project IdentifiersProject ID: 215157
DEA: 021H5704
EFIS: 0216000036
DIST-CO-RTE-PM02-SHA-299-67.8/77.8
Award Date02/09/2023
Closeout Date06/11/2024
Work DescriptionBURNEY CAPM - PAVEMENT REHABILITATION
Location DescriptionBUNCH GRASS LOOKOUT RD TO NAPA LN
QA Service Level1 (Verified on 09/03/2020)

Sample Information

Sample Taken Date06/19/2023 Sample Unique Key25
Date that the sample was received by the laboratory/organization performing the testing06/21/2023 Sample typeVerification
A brief description of the samplePG 64-16 The quantity of what the sample constitutes2 OF 2 CANS
From where was the sample collectedSource First name of sampler or witnessed byC
Last name of sampler or witnessed byK Title of sampler
Telephone number of sampler Laboratory sample identification
Linked DIME Sample ID2023-06-06-62 The fabricator/manufacturer/facility nameAlbina Asphalt - Klamath FAlls, OR
Transportation Laboratory (TL) Number 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: 2023-06-19-25
DIME Test ID: 2023-06-19-25-3
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: 2023-06-27

Test Results


ASTM Thermometer used?: C
Input Type: Measured
Tester's full name: Karen Sawyer
Date of test: 06/26/2023
Softening Point Sample 1: 61 C
Softening Point Sample 2: 62 C
Bath Liquid: freshly boiled distilled water
Minutes Reaction: no data
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 6/27/2023 ✔