Summary for Test 2023-06-27-75-3
Test performed: ASTM D5329-16Project Information
| Project Identifiers | Project ID: 994400 DEA: 09378904 EFIS: 0919000003 |
|---|---|
| DIST-CO-RTE-PM | 09-KER-14-46.2/52.8 |
| Award Date | 01/06/2023 |
| Closeout Date | 12/27/2023 |
| Work Description | RHMA PLACED OVER PARTIAL DEPTH RECYCLING. |
| Location Description | KERN COUNTY NEAR ARMISTEAD FROM 1.1 MILES NORTH OF REDROCK CANYON ROAD TO 3.5 MILES SOUTH OF FREEMAN GULCH BRIDGE |
| QA Service Level | 1 (Verified on 05/30/2023) |
Sample Information
| Sample Taken Date | 06/27/2023 | Sample Unique Key | 75 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 07/06/2023 | Sample type | Quality Assurance |
| A brief description of the sample | Asphalt Rubber Binder | The quantity of what the sample constitutes | 1 Can, AM Sample |
| From where was the sample collected | Source | First name of sampler or witnessed by | Griffith |
| Last name of sampler or witnessed by | Griffith | Title of sampler | |
| Telephone number of sampler | Laboratory sample identification | ||
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | San Joaquin Refinery | |
| Transportation Laboratory (TL) Number | 729470 | 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: 2023-06-27-75
DIME Test ID: 2023-06-27-75-3
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: 2023-07-14
Test Results
Input Type: Measured
Tester's full name: Karen Sawyer
Date of test: 07/13/2023
Temperature: 25 C
Ball Penetration (P1): 3 mm
Final Dial reading (F1): 72 mm
Ball Penetration (P2): 5 mm
Final Dial reading (F2): 74 mm
Ball Penetration (P3): 6 mm
Final Dial reading (F3): 74 mm
Resilience 1: 31 %
Resilience 2: 31 %
Resilience 3: 32 %
Average Resilience: 31 %
Minutes Reaction: no data
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 7/14/2023 ✔