Summary for Test 2025-06-23-44-2

Test performed: ASTM D5329-20

Project Information

Project IdentifiersProject ID: 215365
DEA: 120Q9704
EFIS: 1218000010
DIST-CO-RTE-PM12-ORA-405-0/11.4
Award Date07/27/2023
Closeout DateNot set
Work DescriptionI-405 improvement project from I-5 to Harbor Boulevard including extend pavement life, improve safety, enhance traffic operation, and incorporate Intelligent Transportation Systems (ITS).
Location DescriptionOrange County I-405 PM 0 - 11.4
QA Service Level1 (Verified on 07/01/2021)

Sample Information

Sample Taken Date06/23/2025 Sample Unique Key44
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 testing06/27/2025
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 byJIMMY CUONG Last name of sampler or witnessed byjimmy
Title of sampler Telephone number of sampler
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameAll American Asphalt Corona 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: 2025-06-23-44
DIME Test ID: 2025-06-23-44-2
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: 2025-08-01

Test Results


Input Type: Calculated
Tester's full name: Angelito Villegas
Date of test: 07/15/2025
Temperature: 25 C
Ball Penetration (P1): 3 mm
Final Dial reading (F1): 63 mm
Ball Penetration (P2): 1 mm
Final Dial reading (F2): 61 mm
Ball Penetration (P3): 1 mm
Final Dial reading (F3): 59 mm
Resilience 1: 40 %
Resilience 2: 40 %
Resilience 3: 42 %
Average Resilience: 41 %
Minutes Reaction: no data
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 8/1/2025