Summary for Test 2022-08-30-75-3

Test performed: ASTM D5329-16

Project Information

Project IdentifiersProject ID: 993628
DEA: 081M0504
EFIS: 0821000064
DIST-CO-RTE-PM08-RIV-15,215-23.9/33.4,R8.4/41.5
Award Date05/02/2022
Closeout Date02/24/2023
Work DescriptionCOLD PLANE AC PVMT, RHMA, AND REPLACE ASPHALT CONCRETE SURFACING.
Location DescriptionRIVERSIDE COUNTY ON ROUTE 15 FROM 0.1 MILE NORTH OF NICHOLS ROAD OVERCROSSING TO 0.1 MILE NORTH OF TEMESCAL CANYON ROAD UNDERCROSSING AND ON ROUTE 215 FROM 1.1 MILES SOUTH OF MURRIETA HOT SPRINGS ROAD UNDERCROSSING TO UNIVERSITY AVENUE UNDERCROSSING.
QA Service Level1 (Verified on 02/24/2023)

Sample Information

Sample Taken Date08/30/2022 Sample Unique Key75
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 testing09/01/2022
Sample typeDepartment Acceptance 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 byAAA QC Last name of sampler or witnessed byAAA QC
Title of sampler Telephone number of sampler
Laboratory sample identification0606-22 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

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: 2022-08-30-75
DIME Test ID: 2022-08-30-75-3
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: 2022-10-12

Test Results


Input Type: Calculated
Tester's full name: Majid Essa
Date of test: 09/08/2022
Temperature: 25 C
Final Dial reading (F1): 82 mm
Ball Penetration (P1): 0 mm
Final Dial reading (F2): 81 mm
Ball Penetration (P2): 0 mm
Final Dial reading (F3): 82 mm
Ball Penetration (P3): 0 mm
Resilience 1: 18 %
Resilience 2: 19 %
Resilience 3: 18 %
Average Resilience: 18 %
Minutes Reaction: no data
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 10/12/2022