Summary for Test 2023-06-08-48-2
Test performed: ASTM D5329-16Project Information
| Project Identifiers | Project ID: 993844 DEA: 070W1004 EFIS: 0721000043 |
|---|---|
| DIST-CO-RTE-PM | 07-LA-5-31.8/42.6 |
| Award Date | 06/28/2022 |
| Closeout Date | Not set |
| Work Description | PLACE RUBBERIZED HMA (GAP GRADED) |
| Location Description | LOS ANGELES COUNTY IN BURBANK AND LOS ANGELES FROM COHASSET STREET UNDERCROSSING TO ROXFORD STREET UNDERCROSSING |
| QA Service Level | 1 (Verified on 09/20/2022) |
Sample Information
| Sample Taken Date | 06/08/2023 | Sample Unique Key | 48 |
|---|---|---|---|
| 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 | 06/14/2023 |
| 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 | Vulcan QC | Last name of sampler or witnessed by | Vulcan QC |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | 0317-23 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Vulcan-Sun Valley | 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
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DIME Sample ID: 2023-06-08-48
DIME Test ID: 2023-06-08-48-2
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: 2023-06-22
Test Results
Input Type: Calculated
Tester's full name: Sm Ali
Date of test: 06/16/2023
Temperature: 25 C
Final Dial reading (F1): 76 mm
Ball Penetration (P1): 2 mm
Final Dial reading (F2): 78 mm
Ball Penetration (P2): 2 mm
Final Dial reading (F3): 75 mm
Ball Penetration (P3): 1 mm
Resilience 1: 26 %
Resilience 2: 24 %
Resilience 3: 26 %
Average Resilience: 25 %
Minutes Reaction: no data
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 6/22/2023 ✔