Summary for Test 2023-04-25-87-3

Test performed: ASTM D5329-16

Project Information

Project IdentifiersProject ID: 993116
DEA: 07320004
EFIS: 0716000029
DIST-CO-RTE-PM07-LA-14-R31.4/36.5
Award Date09/08/2021
Closeout Date11/01/2023
Work DescriptionINSTALL WIRED MESH DRAPERY SYSTEM AND SLOPE AND ROADSIDE PAVING.
Location DescriptionLOS ANGELES COUNTY IN SANTA CLARITA FROM CANYON PARK BOULEVARD UNDERCROSSING TO SPRING CANYON ROAD UNDERCROSSING
QA Service Level1 (Verified on 07/12/2021)

Sample Information

Sample Taken Date04/25/2023 Sample Unique Key87
Date that the sample was received by the laboratory/organization performing the testing05/02/2023 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 byGerardo
Last name of sampler or witnessed byZubieta Title of sampler
Telephone number of sampler Laboratory sample identification0229-23
Linked DIME Sample ID The fabricator/manufacturer/facility nameAAA-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: 2023-04-25-87
DIME Test ID: 2023-04-25-87-3
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: 2023-05-15

Test Results


Input Type: Calculated
Tester's full name: Majid Essa
Date of test: 05/05/2023
Temperature: 25 C
Ball Penetration (P1): 0 mm
Final Dial reading (F1): 62 mm
Ball Penetration (P2): 0 mm
Final Dial reading (F2): 64 mm
Ball Penetration (P3): 0 mm
Final Dial reading (F3): 62 mm
Resilience 1: 38 %
Resilience 2: 36 %
Resilience 3: 38 %
Average Resilience: 37 %
Minutes Reaction: no data
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 5/15/2023 ✔