Summary for Test 2022-06-02-26-3
Test performed: ASTM D5329-16Project Information
| Project Identifiers | Project ID: 214573 DEA: 073096U4 EFIS: 0719000091 |
|---|---|
| DIST-CO-RTE-PM | 07-LA-210-R0.0/R9.7 |
| Award Date | 04/03/2020 |
| Closeout Date | 06/06/2024 |
| Work Description | PLACE CONCRETE PAVEMENT, BARRIER, HMA, DRAINAGE, AND ELECTRICAL. |
| Location Description | LOS ANGELES COUNTY IN LOS ANGELES FROM INTERSTATE 5 TO WHEATLAND AVENUE UNDERCROSSING |
| QA Service Level | 1 (Verified on 06/05/2020) |
Sample Information
| Sample Taken Date | 06/02/2022 | Sample Unique Key | 26 |
|---|---|---|---|
| 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 | 06/09/2022 |
| Sample type | Verification | 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 | chris | Last name of sampler or witnessed by | Hurtado |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | 0347-22 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Vulcan-Sun Valley #3 | 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
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DIME Sample ID: 2022-06-02-26
DIME Test ID: 2022-06-02-26-3
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: 2022-06-21
Test Results
Input Type: Calculated
Tester's full name: Sm Ali
Date of test: 06/14/2022
Temperature: 25 C
Final Dial reading (F1): 76 mm
Ball Penetration (P1): 0 mm
Final Dial reading (F2): 77 mm
Ball Penetration (P2): 0 mm
Final Dial reading (F3): 78 mm
Ball Penetration (P3): 0 mm
Resilience 1: 24 %
Resilience 2: 23 %
Resilience 3: 22 %
Average Resilience: 23 %
Minutes Reaction: no data
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 6/21/2022 ✔