Summary for Test 2023-06-05-72-3

Test performed: ASTM D5329-16

Project Information

Project IdentifiersProject ID: 993547
DEA: 081G7204
EFIS: 0816000057
COOP: 081666
Permit Numbers: 0819AOP0691
DIST-CO-RTE-PM08---
Award Date12/30/2021
Closeout DateNot set
Work DescriptionMETS have reviewed the (Source Inspection Quality Management Plan) SIQMP, Rev1 submitted on behalf of The city of Lake Elsinore. We are glad to inform you that it significantly complies.
Location DescriptionNot set
QA Service Level2 (Verified on 01/31/2022)

Sample Information

Sample Taken Date06/05/2023 Sample Unique Key72
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 testing07/21/2023
Sample typeVerification 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 byVICTOR Last name of sampler or witnessed byCapacete
Title of sampler Telephone number of sampler
Laboratory sample identification0376-23 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 Number

Test Details

DIME Sample ID: 2023-06-05-72
DIME Test ID: 2023-06-05-72-3
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: 2023-08-23

Test Results


Input Type: Calculated
Tester's full name: Sm Ali
Date of test: 07/25/2023
Temperature: 25 C
Final Dial reading (F1): 67 mm
Ball Penetration (P1): 0 mm
Final Dial reading (F2): 65 mm
Ball Penetration (P2): 0 mm
Final Dial reading (F3): 68 mm
Ball Penetration (P3): 0 mm
Resilience 1: 33 %
Resilience 2: 35 %
Resilience 3: 32 %
Average Resilience: 33 %
Minutes Reaction: no data
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 8/23/2023