Summary for Test 2023-04-25-87-3
Test performed: ASTM D5329-16Project Information
Project Identifiers | Project ID: 993116 DEA: 07320004 EFIS: 0716000029 |
---|---|
DIST-CO-RTE-PM | 07-LA-14-R31.4/36.5 |
Award Date | 09/08/2021 |
Closeout Date | 11/01/2023 |
Work Description | INSTALL WIRED MESH DRAPERY SYSTEM AND SLOPE AND ROADSIDE PAVING. |
Location Description | LOS ANGELES COUNTY IN SANTA CLARITA FROM CANYON PARK BOULEVARD UNDERCROSSING TO SPRING CANYON ROAD UNDERCROSSING |
QA Service Level | 1 (Verified on 07/12/2021) |
Sample Information
Sample Taken Date | 04/25/2023 | Sample Unique Key | 87 |
---|---|---|---|
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 testing | 05/02/2023 |
Sample type | Per Request | A brief description of the sample | Asphalt Rubber Binder |
The quantity of what the sample constitutes | 1 Quart Can | From where was the sample collected | Supplier |
First name of sampler or witnessed by | Gerardo | Last name of sampler or witnessed by | Zubieta |
Title of sampler | Telephone number of sampler | ||
Laboratory sample identification | 0229-23 | Linked DIME Sample ID | |
The fabricator/manufacturer/facility name | AAA-Irwindale | Transportation Laboratory (TL) Number | |
Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
Structure name |
Material Information
Material Type | Asphalt Rubber Binder | Asphalt modifier supplier | |
---|---|---|---|
Performance Grade | PG 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
Final Dial reading (F1): 62 mm
Ball Penetration (P1): 0 mm
Final Dial reading (F2): 64 mm
Ball Penetration (P2): 0 mm
Final Dial reading (F3): 62 mm
Ball Penetration (P3): 0 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 ✔