Summary for Test 2024-05-16-68-3
Test performed: ASTM D5329-16Project Information
| Project Identifiers | Project ID: 995054 DEA: 024H0204 EFIS: 0218000069 |
|---|---|
| DIST-CO-RTE-PM | 02-TEH-36-20.0/39.7 |
| Award Date | 10/23/2023 |
| Closeout Date | 07/03/2025 |
| Work Description | PLACE RHMA AND HMA, CORRECT SEGMENTS, AND REPLACE AC SURFACING. |
| Location Description | TEHAMA COUNTY NEAR RED BLUFF FROM 0.8 MILE EAST OF SALT CREEK BRIDGE TO BAKER ROAD |
| QA Service Level | 1 (Verified on 08/14/2023) |
Sample Information
| Sample Taken Date | 05/16/2024 | Sample Unique Key | 68 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 05/24/2024 | Sample type | Verification |
| A brief description of the sample | 3/4 RHMA-G PG64-16 | The quantity of what the sample constitutes | 2 cans |
| From where was the sample collected | Job Site | First name of sampler or witnessed by | C |
| Last name of sampler or witnessed by | BNYANT | Title of sampler | |
| Telephone number of sampler | Laboratory sample identification | ||
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Valero - Benicia | |
| Transportation Laboratory (TL) Number | D79533 | 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 | Valero |
|---|---|---|---|
| Performance Grade | PG 64-16 | Lot number | |
| Sublot number | Asphalt Rubber Binder Mix Number |
Test Details
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DIME Sample ID: 2024-05-16-68
DIME Test ID: 2024-05-16-68-3
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: 2024-06-03
Test Results
Input Type: Measured
Tester's full name: Karen Sawyer
Date of test: 06/03/2024
Temperature: 25 C
Ball Penetration (P1): 0 mm
Final Dial reading (F1): 63 mm
Ball Penetration (P2): 0 mm
Final Dial reading (F2): 63 mm
Ball Penetration (P3): 0 mm
Final Dial reading (F3): 62 mm
Resilience 1: 37 %
Resilience 2: 37 %
Resilience 3: 38 %
Average Resilience: 37 %
Minutes Reaction: no data
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 6/3/2024 ✔