Summary for Test 2022-06-21-25-3

Test performed: ASTM D5329-16

Project Information

Project IdentifiersProject ID: 214820
DEA: 081K4604
EFIS: 0819000045
DIST-CO-RTE-PM08-RIV-215-R36.6/R37.2
Award Date02/24/2022
Closeout Date11/01/2024
Work DescriptionADD A S/B AND N/B AUX LANE
Location DescriptionRIVERSIDE COUNTY NEAR MORENO VALLEY FROM 0.2 MILE NORTH OF ALESSANDRO BOULEVARD OVERCROSSING TO 0.2 MILE SOUTH OF EUCALYPTUS AVENUE OVERCROSSING
QA Service Level1 (Verified on 06/24/2021)

Sample Information

Sample Taken Date06/21/2022 Sample Unique Key25
Date that the sample was received by the laboratory/organization performing the testing06/23/2022 Sample typePer Request
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 byRMA QC
Last name of sampler or witnessed byQC Title of sampler
Telephone number of sampler Laboratory sample identification0387-22
Linked DIME Sample ID The fabricator/manufacturer/facility nameAAA-Corona
Transportation Laboratory (TL) Number 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: 2022-06-21-25
DIME Test ID: 2022-06-21-25-3
Testing Lab: CT D08 - Fontana 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: 2022-06-28

Test Results


Input Type: Calculated
Tester's full name: Sm Ali
Date of test: 06/28/2022
Temperature: 25 C
Ball Penetration (P1): 0 mm
Final Dial reading (F1): 70 mm
Ball Penetration (P2): 1 mm
Final Dial reading (F2): 72 mm
Ball Penetration (P3): 0 mm
Final Dial reading (F3): 72 mm
Resilience 1: 30 %
Resilience 2: 29 %
Resilience 3: 28 %
Average Resilience: 29 %
Minutes Reaction: no data
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 6/28/2022 ✔