Summary for Test 2025-09-05-54-3

Test performed: ASTM D5329-20

Project Information

Project IdentifiersProject ID: 1000611
DEA: 120R32U4
EFIS: 1222000054
DIST-CO-RTE-PM12-ORA-55-0.2/R17.8
Award Date02/07/2025
Closeout DateNot set
Work DescriptionCOLD PLANE, PLACE RHMA, REPLACE CB, SIGNS AND MODIFY LIGHTING SYSTEM.
Location DescriptionORANGE COUNTY FROM 0.1 MILE SOUTH OF ROUTE 55/1 SEPARATION IN NEWPORT BEACH TO ROUTE 55/91 SEPARATION IN ANAHEIM
QA Service Level1 (Verified on 09/30/2024)

Sample Information

Sample Taken Date09/05/2025 Sample Unique Key54
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 testing09/11/2025
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 byDrake Last name of sampler or witnessed byGustafson
Title of sampler Telephone number of sampler
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameRJ Noble Orange 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: 2025-09-05-54
DIME Test ID: 2025-09-05-54-3
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: 2025-09-17

Test Results


Input Type: Measured
Tester's full name: Angelito Villegas
Date of test: 09/16/2025
Temperature: 25 C
Ball Penetration (P1): 0 mm
Final Dial reading (F1): 56 mm
Ball Penetration (P2): 1 mm
Final Dial reading (F2): 55 mm
Ball Penetration (P3): 2 mm
Final Dial reading (F3): 58 mm
Resilience 1: 44 %
Resilience 2: 46 %
Resilience 3: 44 %
Average Resilience: 45 %
Minutes Reaction: no data
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 9/17/2025