Summary for Test 2025-06-17-99-3

Test performed: ASTM D5329-16

Project Information

Project IdentifiersProject ID: 210409
DEA: 08432724
EFIS: 0800020178
DIST-CO-RTE-PM08-RIV-8-RIV-15-6.4/9.7
Award Date05/01/2023
Closeout DateNot set
Work DescriptionCollector/distributor system, new on-ramps, bridges, RW, sound walls, drainage, signal and lighting, signage, freeway widening
Location DescriptionI-15 from Winchester Road to I-215 Junction in Temecula
QA Service Level2 (Verified on 06/24/2021)

Sample Information

Sample Taken Date06/17/2025 Sample Unique Key99
Date that the sample was received by the laboratory/organization performing the testing06/19/2025 Sample typeVerification
A brief description of the sampleAsphalt Rubber Binder The quantity of what the sample constitutes1can
From where was the sample collectedSource First name of sampler or witnessed byJason
Last name of sampler or witnessed byBuskoy Title of sampler
Telephone number of sampler Laboratory sample identification
Linked DIME Sample ID The fabricator/manufacturer/facility nameAll American Asphalt Perris
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 Number

Test Details

DIME Sample ID: 2025-06-17-99
DIME Test ID: 2025-06-17-99-3
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: 2025-07-17

Test Results


Input Type: Calculated
Tester's full name: Angelito Villegas
Date of test: 06/26/2025
Temperature: 25 C
Ball Penetration (P1): 2 mm
Final Dial reading (F1): 72 mm
Ball Penetration (P2): 0 mm
Final Dial reading (F2): 68 mm
Ball Penetration (P3): 3 mm
Final Dial reading (F3): 73 mm
Resilience 1: 30 %
Resilience 2: 32 %
Resilience 3: 30 %
Average Resilience: 31 %
Minutes Reaction: no data
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 7/17/2025 ✔