Summary for Test 2024-02-01-17-3
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 | Not set |
| 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 | 02/01/2024 | Sample Unique Key | 17 |
|---|---|---|---|
| Will the laboratory/organization for which you are a member perform testing on this material sample? | Yes | 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 |
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
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DIME Sample ID: 2024-02-01-17
DIME Test ID: 2024-02-01-17-3
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
Final Dial reading (F1): 55 mm
Ball Penetration (P1): 0 mm
Final Dial reading (F2): 56 mm
Ball Penetration (P2): 0 mm
Final Dial reading (F3): 57 mm
Ball Penetration (P3): 0 mm
Resilience 1: 45 %
Resilience 2: 44 %
Resilience 3: 43 %
Average Resilience: 44 %
Minutes Reaction: no data
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 5/8/2024 ✔