Summary for Test 2020-10-27-10-2

Test performed: ASTM D36-14ε1

Project Information

Project IdentifiersProject ID: 213525
DEA: 010A0404
EFIS: 0100020013
DIST-CO-RTE-PM01-LAK-175-R25.0/27.5
Award Date10/15/2018
Closeout Date11/02/2021
Work DescriptionPutah Creek Bridge Widen +1 + 2RCBs
Location DescriptionLAKE COUNTY AT AND NEAR MIDDLETOWN FROM 0.1 MILE EAST OF PUTAH CREEK BRIDGE TO DRY CREEK BRIDGE
QA Service Level1 (Verified on 08/24/2018)

Sample Information

Sample Taken Date10/27/2020 Sample Unique Key10
Date that the sample was received by the laboratory/organization performing the testing11/04/2020 Sample typeDepartment Acceptance
A brief description of the sampleRHMA #1 test The quantity of what the sample constitutes1 can
From where was the sample collectedSource First name of sampler or witnessed byjerry
Last name of sampler or witnessed byOliver Title of samplerConsultant
Telephone number of sampler Laboratory sample identification
Linked DIME Sample ID The fabricator/manufacturer/facility nameBoDean Company Santa Rosa
Transportation Laboratory (TL) Number827405 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 number1
Sublot number1 Asphalt Rubber Binder Mix NumberNot set

Test Details

DIME Sample ID: 2020-10-27-10
DIME Test ID: 2020-10-27-10-2
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: 2020-11-20

Test Results


ASTM Thermometer used?: C
Input Type: Measured
Tester's full name: Minoo Ahmadi
Date of test: 11/20/2020
Softening Point Sample 1: 74 C
Softening Point Sample 2: 74 C
Bath Liquid: USP glycerin
Minutes Reaction: no data
General comments (publicly viewable) (Max 1000 characters): Per 2018 Standard Specifications

Test was verified on 11/20/2020 ✔