Summary for Test 2023-06-08-31-3

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 Date06/08/2023 Sample Unique Key31
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 testing06/12/2023
Sample typeVerification A brief description of the samplePG 64-16 RHMA
The quantity of what the sample constitutes1 OF 4 CANS From where was the sample collectedSource
First name of sampler or witnessed byAlan Last name of sampler or witnessed byOLIVER
Title of sampler Telephone number of sampler
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameJaxon Baker/Deer Creek 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 supplierAMERICAN PAVMENT SYSTEMS
Performance GradePG 64-16 Lot number
Sublot number Asphalt Rubber Binder Mix Number

Test Details

DIME Sample ID: 2023-06-08-31
DIME Test ID: 2023-06-08-31-3
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: 2023-06-14

Test Results


Input Type: Measured
Tester's full name: Karen Sawyer
Date of test: 06/13/2023
Temperature: 25 C
Final Dial reading (F1): 74 mm
Ball Penetration (P1): 8 mm
Final Dial reading (F2): 78 mm
Ball Penetration (P2): 8 mm
Final Dial reading (F3): 73 mm
Ball Penetration (P3): 9 mm
Resilience 1: 34 %
Resilience 2: 30 %
Resilience 3: 36 %
Average Resilience: 33 %
Minutes Reaction: no data
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 6/14/2023