Summary for Test 2021-08-06-13-3
Test performed: ASTM D5329-16Project Information
| Project Identifiers | Project ID: 215534 DEA: 081K8404 |
|---|---|
| DIST-CO-RTE-PM | 08-SBD-247-39.0/42.0&46.0/70.0 |
| Award Date | 04/14/2021 |
| Closeout Date | 03/08/2022 |
| Work Description | RUBBERIZED HMA AND HIGH DENSITY POLYURETHANE MATERIAL INJECTION. |
| Location Description | SAN BERNARDINO COUNTY AT LUCERNE VALLEY FROM 0.5 MILE SOUTH OF CAMP ROCK ROAD TO 0.1 MILE SOUTH OF MIDWAY AVENUE AND FROM 1.1 MILES SOUTH OF HOLMES ROAD TO 1.2 MILES NORTH OF STODDARD VALLEY ROAD |
| QA Service Level | 1 (Verified on 06/23/2021) |
Sample Information
| Sample Taken Date | 08/06/2021 | Sample Unique Key | 13 |
|---|---|---|---|
| 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 | 08/10/2021 |
| Sample type | Acceptance | 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 | Alex Blue Diamond Materials Victorville | Last name of sampler or witnessed by | Alex |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | 0456-21 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Blue Diamond-Victorville | 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: 2021-08-06-13
DIME Test ID: 2021-08-06-13-3
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: 2021-08-15
Test Results
Input Type: Calculated
Tester's full name: DavidR Valenzuela
Date of test: 08/11/2021
Temperature: 25 C
Final Dial reading (F1): 78 mm
Ball Penetration (P1): 1 mm
Final Dial reading (F2): 81 mm
Ball Penetration (P2): 3 mm
Final Dial reading (F3): 80 mm
Ball Penetration (P3): 2 mm
Resilience 1: 23 %
Resilience 2: 22 %
Resilience 3: 22 %
Average Resilience: 22 %
Minutes Reaction: no data
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 8/15/2021 ✔