Summary for Test 2021-09-24-9-3

Test performed: ASTM D5329-16

Project Information

Project IdentifiersProject ID: 215556
DEA: 081L6504
EFIS: 0820000131
DIST-CO-RTE-PM08-SBD-40,58-Var
Award Date06/18/2021
Closeout DateNot set
Work DescriptionREPLACE AC SURFACING, RUBBERIZED HMA, SLAB REPLACEMENT & STRIPING.
Location DescriptionSAN BERNARDINO COUNTY AT VARIOUS LOCATIONS
QA Service Level1 (Verified on 06/23/2021)

Sample Information

Sample Taken Date09/24/2021 Sample Unique Key9
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 testing09/27/2021
Sample typeAcceptance A brief description of the sampleAsphalt Rubber Binder
The quantity of what the sample constitutes1 Quart Can From where was the sample collectedSupplier
First name of sampler or witnessed byJohn Last name of sampler or witnessed byBlue Diamond QC
Title of sampler Telephone number of sampler
Laboratory sample identification0553-21 Linked DIME Sample ID
The fabricator/manufacturer/facility nameBlue Diamond-Victorville 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 HMA Design ID

Test Details

DIME Sample ID: 2021-09-24-9
DIME Test ID: 2021-09-24-9-3
Testing Lab: CT - Southern Regional 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: 2021-09-30

Test Results


Input Type: Calculated
Tester's full name: Majid Essa
Date of test: 09/29/2021
Temperature: 25 C
Final Dial reading (F1): 70 mm
Ball Penetration (P1): 0 mm
Final Dial reading (F2): 68 mm
Ball Penetration (P2): 0 mm
Final Dial reading (F3): 70 mm
Ball Penetration (P3): 0 mm
Resilience 1: 30 %
Resilience 2: 32 %
Resilience 3: 30 %
Average Resilience: 31 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 9/30/2021