Summary for Test 2023-09-14-29-3
Test performed: ASTM D5329-16Project Information
| Project Identifiers | Project ID: 994247 DEA: 051H8604 EFIS: 0517000002 |
|---|---|
| DIST-CO-RTE-PM | 05-SB-101-46.2/R52.3 |
| Award Date | 02/01/2023 |
| Closeout Date | Not set |
| Work Description | COLD PLANE AC PVMT, PLACE HMA, RHMA-G, HMA-0, REPLACE MEDIAN BARRIER. |
| Location Description | SANTA BARBARA COUNTY NEAR GAVIOTA FROM 0.1 MILE NORTH OF GAVIOTA BEACH STATE PARK TO OLD COAST HIGHWAY |
| QA Service Level | 1 (Verified on 09/23/2022) |
Sample Information
| Sample Taken Date | 09/14/2023 | Sample Unique Key | 29 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 09/15/2023 | Sample type | Department Acceptance |
| A brief description of the sample | Asphalt Rubber Binder | The quantity of what the sample constitutes | 1 can of 5 |
| From where was the sample collected | Source | First name of sampler or witnessed by | I |
| Last name of sampler or witnessed by | Gieffe | Title of sampler | |
| Telephone number of sampler | Laboratory sample identification | ||
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Unknown | |
| Transportation Laboratory (TL) Number | 230914A | 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: 2023-09-14-29
DIME Test ID: 2023-09-14-29-3
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: 2023-09-25
Test Results
Input Type: Measured
Tester's full name: Karen Sawyer
Date of test: 09/25/2023
Temperature: 25 C
Ball Penetration (P1): 0 mm
Final Dial reading (F1): 62 mm
Ball Penetration (P2): 0 mm
Final Dial reading (F2): 65 mm
Ball Penetration (P3): 0 mm
Final Dial reading (F3): 61 mm
Resilience 1: 38 %
Resilience 2: 35 %
Resilience 3: 39 %
Average Resilience: 37 %
Minutes Reaction: no data
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 9/25/2023 ✔