Summary for Test 2024-08-07-115-2
Test performed: ASTM D5329-16Project Information
| Project Identifiers | Project ID: 1000224 DEA: 020K4004 EFIS: 0223000158 |
|---|---|
| DIST-CO-RTE-PM | 02-LAS-36-R26.5/R29.3 |
| Award Date | 06/06/2024 |
| Closeout Date | 11/27/2024 |
| Work Description | INSTALL SINUSOIDAL SHOULDER & CENTERLINE RUMBLE STRIP. |
| Location Description | LASSEN COUNTY IN AND NEAR SUSANVILLE FROM EAST RIVERSIDE DRIVE TO 0.1 MILE WEST OF ROUTE 395 |
| QA Service Level | 1 (Verified on 04/08/2024) |
Sample Information
| Sample Taken Date | 08/07/2024 | Sample Unique Key | 115 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 08/30/2024 | Sample type | Verification |
| A brief description of the sample | ARB PG 58-22 20% | The quantity of what the sample constitutes | 2 cans |
| From where was the sample collected | Source | First name of sampler or witnessed by | VSS Emultech |
| Last name of sampler or witnessed by | VSS Emultech | Title of sampler | |
| Telephone number of sampler | Laboratory sample identification | ||
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | VSS Emultech | |
| Transportation Laboratory (TL) Number | C895203 | 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 58-22 | Lot number | |
| Sublot number | Asphalt Rubber Binder Mix Number |
Test Details
DIME Sample ID: 2024-08-07-115
DIME Test ID: 2024-08-07-115-2
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: 2024-09-09
Test Results
Input Type: Measured
Tester's full name: Karen Sawyer
Date of test: 09/06/2024
Temperature: 25 C
Ball Penetration (P1): 5 mm
Final Dial reading (F1): 55 mm
Ball Penetration (P2): 4 mm
Final Dial reading (F2): 55 mm
Ball Penetration (P3): 0 mm
Final Dial reading (F3): 50 mm
Resilience 1: 50 %
Resilience 2: 49 %
Resilience 3: 50 %
Average Resilience: 50 %
Minutes Reaction: no data
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 9/9/2024 ✔
