Summary for Test 2023-06-19-43-3
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 | 06/19/2023 | Sample Unique Key | 43 |
|---|---|---|---|
| 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 | 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, PM 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 | 729463 |
| 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: 2023-06-19-43
DIME Test ID: 2023-06-19-43-3
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: 2023-07-10
Test Results
Input Type: Measured
Tester's full name: Karen Sawyer
Date of test: 07/07/2023
Temperature: 25 C
Final Dial reading (F1): 75 mm
Ball Penetration (P1): 6 mm
Final Dial reading (F2): 74 mm
Ball Penetration (P2): 4 mm
Final Dial reading (F3): 75 mm
Ball Penetration (P3): 2 mm
Resilience 1: 31 %
Resilience 2: 30 %
Resilience 3: 27 %
Average Resilience: 29 %
Minutes Reaction: no data
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 7/10/2023 ✔