Summary for Test 2022-06-08-60-3
Test performed: ASTM D5329-16Project Information
| Project Identifiers | Project ID: 993575 DEA: 09388904 EFIS: 0921000042 |
|---|---|
| DIST-CO-RTE-PM | 09-MNO-120-19.0/26.5 |
| Award Date | 04/13/2022 |
| Closeout Date | 08/30/2022 |
| Work Description | CONSTRUCT ASPHALT RUBBER BINDER CHIP SEAL. |
| Location Description | MONO COUNTY ABOUT 26.5 MILES WEST OF BENTON FROM 0.9 MILES EAST OF TEST STATION ROAD TO 0.2 MILES EAST OF PILOT SPRINGS ROAD |
| QA Service Level | 1 (Verified on 02/21/2022) |
Sample Information
| Sample Taken Date | 06/08/2022 | Sample Unique Key | 60 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 07/01/2022 | Sample type | Department Acceptance |
| A brief description of the sample | AR Binder PG58-22 | The quantity of what the sample constitutes | 1 Can |
| From where was the sample collected | Source | First name of sampler or witnessed by | Josh |
| Last name of sampler or witnessed by | H | Title of sampler | TET |
| Telephone number of sampler | Laboratory sample identification | ||
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | VSS Emultech West Sac | |
| Transportation Laboratory (TL) Number | 997978 | 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 | Not set |
Test Details
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DIME Sample ID: 2022-06-08-60
DIME Test ID: 2022-06-08-60-3
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: 2022-08-19
Test Results
Input Type: Measured
Tester's full name: Karen Sawyer
Date of test: 08/18/2022
Temperature: 25 C
Ball Penetration (P1): 3 mm
Final Dial reading (F1): 67 mm
Ball Penetration (P2): 4 mm
Final Dial reading (F2): 62 mm
Ball Penetration (P3): 4 mm
Final Dial reading (F3): 64 mm
Resilience 1: 36 %
Resilience 2: 42 %
Resilience 3: 40 %
Average Resilience: 39 %
Minutes Reaction: no data
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 8/19/2022 ✔