Summary for Test 2021-09-02-10-3

Test performed: ASTM D5329-16

Project Information

Project IdentifiersProject ID: 66667
DEA: JMFPP
EFIS: 0019000043
DIST-CO-RTE-PM59---
Award DateNot set
Closeout DateNot set
Work DescriptionSpecial project for submitting Sample information for JMF Prequalification Program.
Location DescriptionNot set
QA Service LevelNOT VERIFIED

Sample Information

Sample Taken Date09/02/2021 Sample Unique Key10
Will the laboratory/organization for which you are a member perform testing on this material sample?Yes Date that the sample was received by the laboratory/organization performing the testing09/03/2021
Sample typeVerification A brief description of the samplePG64-16 Rubber Blend
The quantity of what the sample constitutes1 can From where was the sample collectedManufacturer
First name of sampler or witnessed byHarish Last name of sampler or witnessed byT
Title of samplerTET Telephone number of sampler
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameSyar - Santa Rosa Transportation Laboratory (TL) Number
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure name

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: 2021-09-02-10
DIME Test ID: 2021-09-02-10-3
Testing Lab: CT HQ - Sacramento Asphalt Binder Laboratory
Test Method: ASTM D5329-16: Standard Test Methods for Sealants and Fillers, Hot-Applied, for Joints and Cracks in Asphalt Pavements and Portland Cement Concrete Pavements (Asphalt Pavement)
Test Release Date: 2021-09-08

Test Results


Input Type: Measured
Tester's full name: Minoo Ahmadi
Date of test: 09/07/2021
Temperature: 25 C
Final Dial reading (F1): 65 mm
Ball Penetration (P1): 0 mm
Final Dial reading (F2): 65 mm
Ball Penetration (P2): 1 mm
Final Dial reading (F3): 63 mm
Ball Penetration (P3): 1 mm
Resilience 1: 35 %
Resilience 2: 36 %
Resilience 3: 38 %
Average Resilience: 36 %
Minutes Reaction: no data
General comments (publicly viewable) (Max 1000 characters): Per 2018 Standard Specifications

Test was verified on 9/8/2021