Summary for Test 2021-09-21-25-2

Test performed: ASTM D36-14ε1

Project Information

Project IdentifiersProject ID: 215552
DEA: 051N1904
EFIS: 0520000149
DIST-CO-RTE-PM05-SB-192-7.0/13.7
Award Date04/27/2021
Closeout Date09/02/2022
Work DescriptionCOLD PLANE AND OVERLAY EXISTING ROADWAY WITH RHMA (GAP GRADED).
Location DescriptionSANTA BARBARA COUNTY AT VARIOUS LOCATIONS FROM COLD SPRING ROAD TO 0.9 MILE WEST OF NIDEVER ROAD
QA Service Level1 (Verified on 03/12/2021)

Sample Information

Sample Taken Date09/21/2021 Sample Unique Key25
Date that the sample was received by the laboratory/organization performing the testing09/27/2021 Sample typeDepartment Acceptance
A brief description of the sampleRubberized PG64-16 The quantity of what the sample constitutes1 can
From where was the sample collectedManufacturer First name of sampler or witnessed byN
Last name of sampler or witnessed byB Title of samplerTET
Telephone number of sampler Laboratory sample identification
Linked DIME Sample ID The fabricator/manufacturer/facility nameGranite
Transportation Laboratory (TL) Numberc843850 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 NumberNot set

Test Details

DIME Sample ID: 2021-09-21-25
DIME Test ID: 2021-09-21-25-2
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: 2021-10-01

Test Results


ASTM Thermometer used?: C
Input Type: Measured
Tester's full name: Minoo Ahmadi
Date of test: 10/01/2021
Softening Point Sample 1: 69 C
Softening Point Sample 2: 69 C
Bath Liquid: USP glycerin
Minutes Reaction: no data
General comments (publicly viewable) (Max 1000 characters): 2018 per spec.

Test was verified on 10/1/2021 ✔