Summary for Test 2022-09-26-53-3
Test performed: ASTM D5329-16Project Information
| Project Identifiers | Project ID: 215777 DEA: 032H6304 EFIS: 0317000166 |
|---|---|
| DIST-CO-RTE-PM | 03-BUT-162-18.4/19.9 |
| Award Date | 08/04/2021 |
| Closeout Date | 02/22/2024 |
| Work Description | PLACE RUBBERIZED HMA AND ROADWAY EXCAVATION. |
| Location Description | BUTTE COUNTY IN AND NEAR OROVILLE FROM FOOTHILL BOULEVARD TO GOLD COUNTRY CASINO ENTRANCE |
| QA Service Level | 1 (Verified on 06/01/2021) |
Sample Information
| Sample Taken Date | 09/26/2022 | Sample Unique Key | 53 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 11/09/2022 | Sample type | Department Acceptance |
| A brief description of the sample | PG64-16 | The quantity of what the sample constitutes | 1 Quart Can |
| From where was the sample collected | Source | First name of sampler or witnessed by | Q |
| Last name of sampler or witnessed by | C | Title of sampler | |
| Telephone number of sampler | Laboratory sample identification | ||
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Valero - Benicia, CA | |
| Transportation Laboratory (TL) Number | 803990 | Inspector Lot Number from the Transportation Laboratory (TL) Form | |
| Structure unique identifier | Structure name | ||
| Bid Item | Not set |
Material Information
| Material Type | Asphalt Rubber Binder | Asphalt modifier supplier | |
|---|---|---|---|
| Performance Grade | PG 64-16 | Lot number | 1 |
| Sublot number | 1 | Asphalt Rubber Binder Mix Number |
Test Details
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DIME Sample ID: 2022-09-26-53
DIME Test ID: 2022-09-26-53-3
Testing Lab: CT HQ - Sacramento Asphalt Binder 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: 2022-11-22
Test Results
Input Type: Measured
Tester's full name: Erik Svensson
Date of test: 11/21/2022
Temperature: 25 C
Ball Penetration (P1): 3 mm
Final Dial reading (F1): 53 mm
Ball Penetration (P2): 2 mm
Final Dial reading (F2): 56 mm
Ball Penetration (P3): 5 mm
Final Dial reading (F3): 60 mm
Resilience 1: 50 %
Resilience 2: 46 %
Resilience 3: 45 %
Average Resilience: 47 %
Minutes Reaction: no data
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 11/22/2022 ✔