Summary for Test 2024-02-01-24-3
Test performed: ASTM D5329-16Project Information
| Project Identifiers | Project ID: 1000003 DEA: 024J8404 EFIS: 0223000079 |
|---|---|
| DIST-CO-RTE-PM | 02-LAS-395-76.0/92.0 |
| Award Date | 04/24/2024 |
| Closeout Date | 06/16/2025 |
| Work Description | ASPHALT RUBBER CHIP SEAL AND REPLACE ASPHALT CONCRETE SURFACING. |
| Location Description | LASSEN COUNTY NEAR LITCHFIELD FROM 0.1 MILE SOUTH OF MAPES LANE TO 0.1 MILE NORTH OF KARLO ROAD |
| QA Service Level | 1 (Verified on 01/02/2024) |
Sample Information
| Sample Taken Date | 02/01/2024 | Sample Unique Key | 24 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 05/02/2024 | Sample type | Quality Assurance |
| A brief description of the sample | 5 cans | The quantity of what the sample constitutes | 5 cans for chip seal/seal coats |
| From where was the sample collected | Source | First name of sampler or witnessed by | Unknown |
| Last name of sampler or witnessed by | Unknown | Title of sampler | |
| Telephone number of sampler | Laboratory sample identification | ||
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Albina - Klamath Falls, OR | |
| Transportation Laboratory (TL) Number | 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: 2024-02-01-24
DIME Test ID: 2024-02-01-24-3
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: 2024-05-08
Test Results
Input Type: Measured
Tester's full name: Karen Sawyer
Date of test: 05/03/2024
Temperature: 25 C
Ball Penetration (P1): 0 mm
Final Dial reading (F1): 54 mm
Ball Penetration (P2): 0 mm
Final Dial reading (F2): 56 mm
Ball Penetration (P3): 0 mm
Final Dial reading (F3): 54 mm
Resilience 1: 46 %
Resilience 2: 44 %
Resilience 3: 46 %
Average Resilience: 45 %
Minutes Reaction: no data
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 5/8/2024 ✔