Summary for Test 2023-05-26-17-3
Test performed: ASTM D5329-16Project Information
| Project Identifiers | Project ID: 994632 DEA: 061E6004 EFIS: 0622000067 |
|---|---|
| DIST-CO-RTE-PM | 06-KER-166-9.0/24.6 |
| Award Date | 03/07/2023 |
| Closeout Date | 02/26/2024 |
| Work Description | Not set |
| Location Description | FOR CONSTRUCTION ON STATE HIGHWAY IN KERN COUNTY NEAR MARICOPA FROM 4.0 MILES EAST OF BASIC SCHOOL ROAD TO ROUTE 166/99 SEPARATION |
| QA Service Level | 1 (Verified on 05/10/2023) |
Sample Information
| Sample Taken Date | 05/26/2023 | Sample Unique Key | 17 |
|---|---|---|---|
| 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 | 06/01/2023 |
| Sample type | Acceptance | A brief description of the sample | Asphalt Rubber Binder |
| The quantity of what the sample constitutes | 1 gallon can | From where was the sample collected | Supplier |
| First name of sampler or witnessed by | I | Last name of sampler or witnessed by | Grewal |
| Title of sampler | TE | Telephone number of sampler | |
| Laboratory sample identification | Linked DIME Sample ID | ||
| The fabricator/manufacturer/facility name | VSS Emultech Bakersfield | Transportation Laboratory (TL) Number | C 754986 |
| 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: 2023-05-26-17
DIME Test ID: 2023-05-26-17-3
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: 2023-06-02
Test Results
Input Type: Measured
Tester's full name: Karen Sawyer
Date of test: 06/01/2023
Temperature: 25 C
Final Dial reading (F1): 86 mm
Ball Penetration (P1): 5 mm
Final Dial reading (F2): 86 mm
Ball Penetration (P2): 7 mm
Final Dial reading (F3): 85 mm
Ball Penetration (P3): 5 mm
Resilience 1: 19 %
Resilience 2: 21 %
Resilience 3: 20 %
Average Resilience: 20 %
Minutes Reaction: no data
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 6/2/2023 ✔