Summary for Test 2023-09-05-46-3

Test performed: ASTM D5329-16

Project Information

Project IdentifiersProject ID: 993208
DEA: 034F38U4
EFIS: 0321000092
DIST-CO-RTE-PM03-YUB-70-16.2/25.8
Award Date11/04/2021
Closeout Date07/15/2025
Work DescriptionWIDEN SHOULDERS AND IMPROVE CLEAR RECOVERY ZONE.
Location DescriptionYUBA COUNTY NEAR MARYSVILLE FROM 0.2 MILE NORTH OF LAURELLEN ROAD TO SOUTH HONCUT CREEK BRIDGE
QA Service Level1 (Verified on 09/10/2021)

Sample Information

Sample Taken Date09/05/2023 Sample Unique Key46
Date that the sample was received by the laboratory/organization performing the testing09/08/2023 Sample typeDepartment Acceptance
A brief description of the sample1 Can Rubber The quantity of what the sample constitutes1 can
From where was the sample collectedSource First name of sampler or witnessed byTim
Last name of sampler or witnessed byUnknown Title of sampler
Telephone number of sampler Laboratory sample identification
Linked DIME Sample ID The fabricator/manufacturer/facility nameDesilva Gates-Marysville
Transportation Laboratory (TL) Number881481 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: 2023-09-05-46
DIME Test ID: 2023-09-05-46-3
Testing Lab: CT HQ - Sacramento Asphalt Binder 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: 2023-09-27

Test Results


Input Type: Measured
Tester's full name: Esther Foo
Date of test: 09/20/2023
Temperature: 25 C
Ball Penetration (P1): 0 mm
Final Dial reading (F1): 64 mm
Ball Penetration (P2): 0 mm
Final Dial reading (F2): 60 mm
Ball Penetration (P3): 0 mm
Final Dial reading (F3): 63 mm
Resilience 1: 36 %
Resilience 2: 40 %
Resilience 3: 37 %
Average Resilience: 38 %
Minutes Reaction: no data
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 9/27/2023