Summary for Test 2023-05-17-77-3

Test performed: ASTM D5329-16

Project Information

Project IdentifiersProject ID: 214573
DEA: 073096U4
EFIS: 0719000091
DIST-CO-RTE-PM07-LA-210-R0.0/R9.7
Award Date04/03/2020
Closeout Date06/06/2024
Work DescriptionPLACE CONCRETE PAVEMENT, BARRIER, HMA, DRAINAGE, AND ELECTRICAL.
Location DescriptionLOS ANGELES COUNTY IN LOS ANGELES FROM INTERSTATE 5 TO WHEATLAND AVENUE UNDERCROSSING
QA Service Level1 (Verified on 06/05/2020)

Sample Information

Sample Taken Date05/17/2023 Sample Unique Key77
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 testing06/01/2023
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 byThomas Last name of sampler or witnessed byShivers
Title of sampler Telephone number of sampler
Laboratory sample identification0286-23 Linked DIME Sample ID
The fabricator/manufacturer/facility nameVulcan-Sun Valley Transportation Laboratory (TL) Number
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure name

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: 2023-05-17-77
DIME Test ID: 2023-05-17-77-3
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: 2023-06-06

Test Results


Input Type: Calculated
Tester's full name: Majid Essa
Date of test: 06/06/2023
Temperature: 25 C
Final Dial reading (F1): 0 mm
Ball Penetration (P1): 82 mm
Final Dial reading (F2): 0 mm
Ball Penetration (P2): 80 mm
Final Dial reading (F3): 0 mm
Ball Penetration (P3): 80 mm
Resilience 1: 18 %
Resilience 2: 20 %
Resilience 3: 20 %
Average Resilience: 19 %
Minutes Reaction: no data
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 6/6/2023