Summary for Test 2022-09-08-65-3
Test performed: ASTM D5329-16Project Information
| Project Identifiers | Project ID: 215093 DEA: 101C2804 EFIS: 1014000134 |
|---|---|
| DIST-CO-RTE-PM | 10-SJ-99-30.9/31.3 |
| Award Date | 10/21/2020 |
| Closeout Date | 08/30/2023 |
| Work Description | RAISED BRIDGES, REALIGN RAMPS AND CONSTRUCT AUXILIARY LANE. |
| Location Description | SAN JOAQUIN COUNTY IN LODI FROM 0.4 MILE SOUTH OF ROUTE 12/99 SEPARATION TO 0.3 MILE SOUTH OF TURNER ROAD OVERCROSSING |
| QA Service Level | 1 (Verified on 08/21/2020) |
Sample Information
| Sample Taken Date | 09/08/2022 | Sample Unique Key | 65 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 10/13/2022 | Sample type | Department Acceptance |
| A brief description of the sample | Rubberzied PG64-16 | The quantity of what the sample constitutes | 1 of 2 cans |
| From where was the sample collected | Manufacturer | First name of sampler or witnessed by | J |
| Last name of sampler or witnessed by | Kort | Title of sampler | Inspector |
| Telephone number of sampler | Laboratory sample identification | ||
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Valero | |
| Transportation Laboratory (TL) Number | 716804 | 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: 2022-09-08-65
DIME Test ID: 2022-09-08-65-3
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: 2022-10-25
Test Results
Input Type: Measured
Tester's full name: Karen Sawyer
Date of test: 10/19/2022
Temperature: 25 C
Ball Penetration (P1): 4 mm
Final Dial reading (F1): 71 mm
Ball Penetration (P2): 2 mm
Final Dial reading (F2): 71 mm
Ball Penetration (P3): 2 mm
Final Dial reading (F3): 69 mm
Resilience 1: 33 %
Resilience 2: 31 %
Resilience 3: 33 %
Average Resilience: 32 %
Minutes Reaction: no data
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 10/25/2022 ✔