Summary for Test 2021-09-15-19-3
Test performed: ASTM D5329-16Project Information
| Project Identifiers | Project ID: 215740 DEA: 010K5604 EFIS: 0120000117 |
|---|---|
| DIST-CO-RTE-PM | 01-MEN-101-79.0/81.5 |
| Award Date | 06/08/2021 |
| Closeout Date | 10/27/2021 |
| Work Description | OVERLAY USING RHMA, HMA, AND REPLACING CONCRETE ASPHALT SURFACING. |
| Location Description | MENDOCINO COUNTY NEAR TAN OAK PARK FROM 0.6 MILE NORTH OF SPYROCK ROAD TO 1.0 MILE SOUTH OF EMPIRE CAMP SAFETY ROADSIDE REST AREA |
| QA Service Level | 1 (Verified on 05/17/2021) |
Sample Information
| Sample Taken Date | 09/15/2021 | Sample Unique Key | 19 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 09/20/2021 | Sample type | Department Acceptance |
| A brief description of the sample | PG64-16 Rubberized | The quantity of what the sample constitutes | 1 can |
| From where was the sample collected | Manufacturer | First name of sampler or witnessed by | C |
| Last name of sampler or witnessed by | M | Title of sampler | TET |
| Telephone number of sampler | Laboratory sample identification | ||
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Granite Ukiah | |
| Transportation Laboratory (TL) Number | c637831 | 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 | 1 |
| Sublot number | 1 | Asphalt Rubber Binder Mix Number | Not set |
Test Details
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DIME Sample ID: 2021-09-15-19
DIME Test ID: 2021-09-15-19-3
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: 2021-09-24
Test Results
Input Type: Measured
Tester's full name: Minoo Ahmadi
Date of test: 09/23/2021
Temperature: 25 C
Ball Penetration (P1): 3 mm
Final Dial reading (F1): 68 mm
Ball Penetration (P2): 2 mm
Final Dial reading (F2): 68 mm
Ball Penetration (P3): 2 mm
Final Dial reading (F3): 65 mm
Resilience 1: 35 %
Resilience 2: 34 %
Resilience 3: 37 %
Average Resilience: 35 %
Minutes Reaction: no data
General comments (publicly viewable) (Max 1000 characters): Per 2018 Standard Specifications
Test was verified on 9/24/2021 ✔