Summary for Test 2023-06-26-62-3

Test performed: ASTM D5329-16

Project Information

Project IdentifiersProject ID: 994749
DEA: 120T6504
EFIS: 1222000075
DIST-CO-RTE-PM12-ORA-57-11.5/18.6
Award Date01/12/2023
Closeout Date02/02/2024
Work DescriptionCold plane AC Pavement and place RHMA.
Location DescriptionFOR CONSTRUCTION ON STATE HIGHWAY IN ORANGE COUNTY IN ORANGE, ANAHEIM, PLACENTIA, AND FULLERTON FROM 0.2 MILE SOUTH OF ORANGEWOOD AVENUE UNDERCROSSING TO 0.3 MILE NORTH OF YORBA LINDA BOULEVARD OVERCROSSING AT VARIOUS LOCATIONS
QA Service Level1 (Verified on 07/07/2023)

Sample Information

Sample Taken Date06/26/2023 Sample Unique Key62
Date that the sample was received by the laboratory/organization performing the testing06/29/2023 Sample typePer Request
A brief description of the sampleAsphalt Rubber Binder The quantity of what the sample constitutes1 Quart Can
From where was the sample collectedSupplier First name of sampler or witnessed byRJ Noble QC
Last name of sampler or witnessed byRJ Noble QC Title of sampler
Telephone number of sampler Laboratory sample identification0345-23
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: 2023-06-26-62
DIME Test ID: 2023-06-26-62-3
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: 2023-07-14

Test Results


Input Type: Calculated
Tester's full name: Sunday Agude
Date of test: 07/06/2023
Temperature: 25 C
Ball Penetration (P1): 3 mm
Final Dial reading (F1): 78 mm
Ball Penetration (P2): 5 mm
Final Dial reading (F2): 70 mm
Ball Penetration (P3): 1 mm
Final Dial reading (F3): 80 mm
Resilience 1: 25 %
Resilience 2: 35 %
Resilience 3: 21 %
Average Resilience: 27 %
Minutes Reaction: no data
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 7/14/2023 ✔