Summary for Test 2021-08-10-30-3
Test performed: ASTM D5329-16Project Information
| Project Identifiers | Project ID: 215237 DEA: 101H4204 EFIS: 1018000166 |
|---|---|
| DIST-CO-RTE-PM | 10-MER-5-17.0/22.6 |
| Award Date | 12/09/2020 |
| Closeout Date | 03/02/2022 |
| Work Description | RESURFACE WITH RUBBERIZED HOT MIXED ASPHALT. |
| Location Description | MERCED COUNTY AT AND NEAR SANTA NELLA FROM 0.5 MILE SOUTH OF ROUTE 5/152 SEPARATION TO MCCABE ROAD OVERCROSSING |
| QA Service Level | 1 (Verified on 10/23/2020) |
Sample Information
| Sample Taken Date | 08/10/2021 | Sample Unique Key | 30 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 08/26/2021 | Sample type | Department Acceptance |
| A brief description of the sample | TEST 8/10, (recv 8/9 - no test) | The quantity of what the sample constitutes | 2 cans |
| From where was the sample collected | Source | First name of sampler or witnessed by | M |
| Last name of sampler or witnessed by | COZAD | Title of sampler | |
| Telephone number of sampler | Laboratory sample identification | ||
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | MARATHON ELK GROVE | |
| Transportation Laboratory (TL) Number | 034263 | 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 | 2 |
| Sublot number | 15 | Asphalt Rubber Binder Mix Number | Not set |
Test Details
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DIME Sample ID: 2021-08-10-30
DIME Test ID: 2021-08-10-30-3
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: 2021-09-02
Test Results
Input Type: Measured
Tester's full name: Minoo Ahmadi
Date of test: 08/31/2021
Temperature: 25 C
Ball Penetration (P1): 0 mm
Final Dial reading (F1): 72 mm
Ball Penetration (P2): 0 mm
Final Dial reading (F2): 78 mm
Ball Penetration (P3): 0 mm
Final Dial reading (F3): 79 mm
Resilience 1: 28 %
Resilience 2: 22 %
Resilience 3: 21 %
Average Resilience: 24 %
Minutes Reaction: no data
General comments (publicly viewable) (Max 1000 characters): Per 2018 Standard Specifications
Test was verified on 9/2/2021 ✔