Summary for Test 2022-09-15-56-3
Test performed: ASTM D5329-16Project Information
| Project Identifiers | Project ID: 993297 DEA: 010F8204 EFIS: 0116000067 |
|---|---|
| DIST-CO-RTE-PM | 01-HUM-101-R90.1/109.6 |
| Award Date | 01/27/2022 |
| Closeout Date | 03/04/2024 |
| Work Description | PLACE RHMA-G AND HMA (TYPE A). |
| Location Description | IN HUMBOLDT COUNTY IN AND NEAR TRINIDAD FROM 1.3 MILES SOUTH OF SCHOOL ROAD OVERCROSSING TO 0.4 MILE NORTH OF BIG LAGOON BRIDGE |
| QA Service Level | 1 (Verified on 10/12/2021) |
Sample Information
| Sample Taken Date | 09/15/2022 | Sample Unique Key | 56 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 09/21/2022 | Sample type | Department Acceptance |
| A brief description of the sample | Rubber Binder | The quantity of what the sample constitutes | 1 Can |
| From where was the sample collected | Source | First name of sampler or witnessed by | R |
| Last name of sampler or witnessed by | W | Title of sampler | |
| Telephone number of sampler | Laboratory sample identification | ||
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Valero | |
| Transportation Laboratory (TL) Number | 032416 | 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 | 4 |
| Sublot number | 4 | Asphalt Rubber Binder Mix Number | Not set |
Test Details
Test Details QR Code
Scan this code to open this Test Details view on another device.
Sample Details QR Code
Scan this code to open this Sample Details view on another device.
DIME Sample ID: 2022-09-15-56
DIME Test ID: 2022-09-15-56-3
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: 2022-10-04
Test Results
Input Type: Measured
Tester's full name: Karen Sawyer
Date of test: 10/04/2022
Temperature: 25 C
Ball Penetration (P1): 0 mm
Final Dial reading (F1): 60 mm
Ball Penetration (P2): 0 mm
Final Dial reading (F2): 56 mm
Ball Penetration (P3): 0 mm
Final Dial reading (F3): 60 mm
Resilience 1: 40 %
Resilience 2: 44 %
Resilience 3: 40 %
Average Resilience: 41 %
Minutes Reaction: no data
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 10/4/2022 ✔