Summary for Test 2026-06-30-27-3

Test performed: ASTM D5329-20

Project Information

Project IdentifiersProject ID: 1000481
DEA: 081C07U4
EFIS: 0824000168
DIST-CO-RTE-PM08-RIV-74-27.5/34.3
Award Date08/11/2025
Closeout DateNot set
Work DescriptionRUBBERIZED HMA, FIBER OPTIC CABLE SYSTEMS, AND COLD PLANE AC PAVEMENT.
Location DescriptionRIVERSIDE COUNTY AT AND NEAR ROMOLAND AND HOMELAND FROM BONNIE DRIVE TO WINCHESTER ROAD
QA Service Level1 (Verified on 09/02/2024)

Sample Information

Sample Taken Date06/30/2026 Sample Unique Key27
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 testing07/01/2026
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 byMary Last name of sampler or witnessed byMaryanna Landaverde
Title of sampler Telephone number of sampler
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameMartin Marrietta Lake Elsinore 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: 2026-06-30-27
DIME Test ID: 2026-06-30-27-3
Testing Lab: CT D08 - Fontana Southern Regional Laboratory
Test Method: ASTM D5329-20: 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: 2026-07-03

Test Results


Input Type: Measured
Tester's full name: Angelito Villegas
Date of test: 07/02/2026
Temperature: 25 C
Ball Penetration (P1): 0 mm
Final Dial reading (F1): 49 mm
Ball Penetration (P2): 0 mm
Final Dial reading (F2): 48 mm
Ball Penetration (P3): 1 mm
Final Dial reading (F3): 50 mm
Resilience 1: 51 %
Resilience 2: 52 %
Resilience 3: 51 %
Average Resilience: 51 %
Minutes Reaction: no data
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 7/3/2026