Summary for Test 2021-11-13-17-3

Test performed: ASTM D5329-16

Project Information

Project IdentifiersProject ID: 7613
DEA: 071218W4
EFIS: 0700021119
DIST-CO-RTE-PM07-LA-5-29.4/31.6
Award Date11/29/2012
Closeout Date07/31/2023
Work DescriptionREALIGN ROUTE 5 AND RAILROAD TRACKS AND RECONFIGURE ON- AND OFF-RAMPS.
Location DescriptionLOS ANGELES COUNTY IN BURBANK FROM WEST MAGNOLIA BOULEVARD OVERCROSSING TO 0.3 MILE NORTH OF BUENA VISTA STREET/WINONA AVENUE UNDERCROSSING
QA Service Level1 (Verified on 10/08/2012)

Sample Information

Sample Taken Date11/13/2021 Sample Unique Key17
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 testing11/16/2021
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 byCesar Last name of sampler or witnessed byGomez
Title of sampler Telephone number of sampler
Laboratory sample identification0637-21 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 NumberNot set

Test Details

DIME Sample ID: 2021-11-13-17
DIME Test ID: 2021-11-13-17-3
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: 2021-12-01

Test Results


Input Type: Calculated
Tester's full name: Majid Essa
Date of test: 11/18/2021
Temperature: 25 C
Final Dial reading (F1): 85 mm
Ball Penetration (P1): 10 mm
Final Dial reading (F2): 76 mm
Ball Penetration (P2): 1 mm
Final Dial reading (F3): 74 mm
Ball Penetration (P3): 0 mm
Resilience 1: 47 %
Resilience 2: 45 %
Resilience 3: 44 %
Average Resilience: 45 %
Minutes Reaction: no data
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 12/1/2021