Summary for Test 2024-09-30-63-3

Test performed: ASTM D5329-16

Project Information

Project IdentifiersProject ID: 994968
DEA: 120M82C4
EFIS: 1219000036
DIST-CO-RTE-PM12-ORA-1-7.9/10.5
Award Date12/13/2022
Closeout Date12/01/2025
Work DescriptionPlace RHMA-G and minor concrete and modify electrical system.
Location DescriptionIn Orange County In Laguna Beach, On State Route 1 (Also Known As Pacific Coast Highway Or Sr-1) From Ruby Street (Pm 7.9) To Ledroit
QA Service Level1 (Verified on 07/13/2023)

Sample Information

Sample Taken Date09/30/2024 Sample Unique Key63
Date that the sample was received by the laboratory/organization performing the testing10/03/2024 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 byBlue Diamond QC
Last name of sampler or witnessed byBlue Diamond QC Title of sampler
Telephone number of sampler Laboratory sample identification
Linked DIME Sample ID The fabricator/manufacturer/facility nameBlue Diamond Irwindale
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: 2024-09-30-63
DIME Test ID: 2024-09-30-63-3
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: 2024-10-09

Test Results


Input Type: Calculated
Tester's full name: Angelito Villegas
Date of test: 10/08/2024
Temperature: 25 C
Ball Penetration (P1): 1 mm
Final Dial reading (F1): 38 mm
Ball Penetration (P2): 1 mm
Final Dial reading (F2): 42 mm
Ball Penetration (P3): 1 mm
Final Dial reading (F3): 38 mm
Resilience 1: 63 %
Resilience 2: 59 %
Resilience 3: 63 %
Average Resilience: 62 %
Minutes Reaction: no data
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 10/9/2024 ✔