Summary for Test 2022-11-01-60-3

Test performed: ASTM D5329-16

Project Information

Project IdentifiersProject ID: 214524
DEA: 07304504
EFIS: 0714000067
DIST-CO-RTE-PM07-LA-57-R0.0/R4.5
Award Date06/11/2020
Closeout Date04/03/2025
Work DescriptionCONCRETE PAVEMENT, CONCRETE BARRIER, AND ELECTRICAL WORK.
Location DescriptionLOS ANGELES COUNTY IN DIAMOND BAR AND CITY OF INDUSTRY FROM ORANGE COUNTY LINE TO ROUTE 57/60 SEPARATION
QA Service Level1 (Verified on 08/12/2020)

Sample Information

Sample Taken Date11/01/2022 Sample Unique Key60
Date that the sample was received by the laboratory/organization performing the testing11/02/2022 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 byJohn
Last name of sampler or witnessed byMejia Title of sampler
Telephone number of sampler Laboratory sample identification0724-22
Linked DIME Sample ID The fabricator/manufacturer/facility nameVulcan-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: 2022-11-01-60
DIME Test ID: 2022-11-01-60-3
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: 2022-11-16

Test Results


Input Type: Calculated
Tester's full name: Sm Ali
Date of test: 11/04/2022
Temperature: 25 C
Ball Penetration (P1): 2 mm
Final Dial reading (F1): 65 mm
Ball Penetration (P2): 0 mm
Final Dial reading (F2): 64 mm
Ball Penetration (P3): 0 mm
Final Dial reading (F3): 64 mm
Resilience 1: 37 %
Resilience 2: 36 %
Resilience 3: 36 %
Average Resilience: 36 %
Minutes Reaction: no data
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 11/16/2022 ✔