Summary for Test 2022-03-18-42-3
Test performed: ASTM D5329-16Project Information
Project Identifiers | Project ID: 214819 DEA: 07288304 EFIS: 0700021024 |
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DIST-CO-RTE-PM | 07-LA-60,60,164,210-Var |
Award Date | 03/01/2021 |
Closeout Date | 10/02/2023 |
Work Description | STORM WATER MITIGATION |
Location Description | LOS ANGELES COUNTY AT VARIOUS LOCATIONS |
QA Service Level | 1 (Verified on 06/30/2021) |
Sample Information
Sample Taken Date | 03/18/2022 | Sample Unique Key | 42 |
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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 | 03/22/2022 |
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 | AAA Irwindale QC | Last name of sampler or witnessed by | QC |
Title of sampler | Telephone number of sampler | ||
Laboratory sample identification | 0178-22 | 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 | Not set |
Test Details
DIME Sample ID: 2022-03-18-42
DIME Test ID: 2022-03-18-42-3
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: 2022-03-30
Test Results
Input Type: Calculated
Tester's full name: Sm Ali
Date of test: 03/24/2022
Temperature: 25 C
Final Dial reading (F1): 75 mm
Ball Penetration (P1): 3 mm
Final Dial reading (F2): 74 mm
Ball Penetration (P2): 1 mm
Final Dial reading (F3): 74 mm
Ball Penetration (P3): 1 mm
Resilience 1: 28 %
Resilience 2: 27 %
Resilience 3: 27 %
Average Resilience: 27 %
Minutes Reaction: no data
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 3/30/2022 ✔