Summary for Test 2024-10-09-43-9

Test performed: ASTM D5329-16

Project Information

Project IdentifiersProject ID: 1000061
DEA: 051Q4804
EFIS: 0523000036
DIST-CO-RTE-PM05-SCR-1-R5.0/8.9
Award Date04/10/2024
Closeout Date04/02/2025
Work DescriptionRHMA OVERLAY, STRIPING AND MODIFY TRAFFIC STATIONS.
Location DescriptionSANTA CRUZ COUNTY FROM 0.9 MILE NORTH OF BUENA VISTA DRIVE UNDERCROSSING TO 0.2 MILE SOUTH OF RIO DEL MAR OVERCROSSING
QA Service Level1 (Verified on 02/05/2024)

Sample Information

Sample Taken Date10/09/2024 Sample Unique Key43
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 testing10/15/2024
Sample typeAcceptance A brief description of the sample 1 qt Can of ARB
The quantity of what the sample constitutesSL 18 From where was the sample collectedSource
First name of sampler or witnessed byAlex Last name of sampler or witnessed byLovell
Title of samplerQC Telephone number of sampler
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameFNF at Graniterock Aromas 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 supplierSan Joaquin Refining Co Inc
Performance GradePG 64-16 Lot number1
Sublot number18 Asphalt Rubber Binder Mix Number886

Test Details

DIME Sample ID: 2024-10-09-43
DIME Test ID: 2024-10-09-43-9
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: 2024-12-27

Test Results


Input Type: Measured
Tester's full name: Alexis Vargas-Bastida
Date of test: 12/27/2024
Temperature: 25 C
Ball Penetration (P1): 16 mm
Final Dial reading (F1): 85 mm
Ball Penetration (P2): 7 mm
Final Dial reading (F2): 74 mm
Ball Penetration (P3): 6 mm
Final Dial reading (F3): 72 mm
Resilience 1: 31 %
Resilience 2: 33 %
Resilience 3: 34 %
Average Resilience: 33 %
Minutes Reaction: no data
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 12/27/2024