Summary for Test 2023-07-10-53-3

Test performed: ASTM D5329-16

Project Information

Project IdentifiersProject ID: 995018
DEA: 09392204
EFIS: 0922000038
DIST-CO-RTE-PM09---
Award Date04/13/2023
Closeout Date11/08/2023
Work DescriptionNot set
Location DescriptionNot set
QA Service Level1 (Verified on 05/17/2023)

Sample Information

Sample Taken Date07/10/2023 Sample Unique Key53
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 testing07/31/2023
Sample typePreliminary A brief description of the sampleAsphalt rubber PSU
The quantity of what the sample constitutes2 cans of binder From where was the sample collectedSource
First name of sampler or witnessed byUnknown Last name of sampler or witnessed byUnknown
Title of sampler Telephone number of sampler
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameVSS Emultech West Sac Transportation Laboratory (TL) NumberC 993502
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 58-22 Lot number
Sublot number Asphalt Rubber Binder Mix Number

Test Details

DIME Sample ID: 2023-07-10-53
DIME Test ID: 2023-07-10-53-3
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: 2023-08-14

Test Results


Input Type: Measured
Tester's full name: Karen Sawyer
Date of test: 08/11/2023
Temperature: 25 C
Final Dial reading (F1): 60 mm
Ball Penetration (P1): 0 mm
Final Dial reading (F2): 57 mm
Ball Penetration (P2): 1 mm
Final Dial reading (F3): 55 mm
Ball Penetration (P3): 1 mm
Resilience 1: 40 %
Resilience 2: 44 %
Resilience 3: 46 %
Average Resilience: 43 %
Minutes Reaction: no data
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 8/14/2023