Summary for Test 2023-08-11-69-2
Test performed: ASTM D5329-16Project Information
| Project Identifiers | Project ID: 995022 DEA: 09392104 EFIS: 0922000034 |
|---|---|
| DIST-CO-RTE-PM | 09--58-R107.7/R118.0 |
| Award Date | 04/12/2023 |
| Closeout Date | 11/01/2023 |
| Work Description | Place RHMA-G (Bonded Wearing Course) over existing pavement. |
| Location Description | IN KERN COUNTY ABOUT 17 MILES EAST OF TEHACHAPI FROM 0.1 MILE EAST OF CACHE CREEK BRIDGE TO 1.8 MILES EAST OF BUSINESS ROUTE 58 OVERCROSSING. |
| QA Service Level | 1 (Verified on 07/31/2023) |
Sample Information
| Sample Taken Date | 08/11/2023 | Sample Unique Key | 69 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 09/11/2023 | Sample type | Department 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 | Stuwart Ahumada QC |
| Last name of sampler or witnessed by | Stuwart Ahumada QC | Title of sampler | |
| Telephone number of sampler | Laboratory sample identification | 0466-23 | |
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Griffith Edmonston-Lebec | |
| Transportation Laboratory (TL) Number | 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 | |
| Sublot number | Asphalt Rubber Binder Mix Number |
Test Details
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DIME Sample ID: 2023-08-11-69
DIME Test ID: 2023-08-11-69-2
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: 2023-09-19
Test Results
Input Type: Calculated
Tester's full name: Sm Ali
Date of test: 09/16/2023
Temperature: 25 C
Ball Penetration (P1): 1 mm
Final Dial reading (F1): 74 mm
Ball Penetration (P2): 2 mm
Final Dial reading (F2): 76 mm
Ball Penetration (P3): 3 mm
Final Dial reading (F3): 75 mm
Resilience 1: 27 %
Resilience 2: 26 %
Resilience 3: 28 %
Average Resilience: 27 %
Minutes Reaction: no data
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 9/19/2023 ✔