Summary for Test 2021-05-26-27-3
Test performed: ASTM D5329-16Project Information
| Project Identifiers | Project ID: 215390 DEA: 061A9604 EFIS: 0620000138 |
|---|---|
| DIST-CO-RTE-PM | 06-TUL-99-41.3/52.0 |
| Award Date | 02/02/2021 |
| Closeout Date | 11/22/2021 |
| Work Description | COLD PLANE PAVEMENT AND PLACE RHMA (OGFC). |
| Location Description | TULARE COUNTY NEAR GOSHEN FROM 0.2 MILE NORTH OF GOSHEN OVERHEAD TO 0.2 MILE NORTH OF DODGE AVENUE OVERCROSSING |
| QA Service Level | 1 (Verified on 01/04/2021) |
Sample Information
| Sample Taken Date | 05/26/2021 | Sample Unique Key | 27 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 06/02/2021 | Sample type | Department Acceptance |
| A brief description of the sample | TEST, #5 binder | The quantity of what the sample constitutes | 1 CAN |
| From where was the sample collected | Source | First name of sampler or witnessed by | B |
| Last name of sampler or witnessed by | Burkey | Title of sampler | |
| Telephone number of sampler | Laboratory sample identification | ||
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | San Joaquin Refinery | |
| Transportation Laboratory (TL) Number | 804297 | 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 | Not set |
Test Details
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DIME Sample ID: 2021-05-26-27
DIME Test ID: 2021-05-26-27-3
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: 2021-07-29
Test Results
Input Type: Measured
Tester's full name: Minoo Ahmadi
Date of test: 07/29/2021
Temperature: 25 C
Ball Penetration (P1): 5 mm
Final Dial reading (F1): 85 mm
Ball Penetration (P2): 6 mm
Final Dial reading (F2): 88 mm
Ball Penetration (P3): 6 mm
Final Dial reading (F3): 90 mm
Resilience 1: 20 %
Resilience 2: 18 %
Resilience 3: 16 %
Average Resilience: 18 %
Minutes Reaction: no data
General comments (publicly viewable) (Max 1000 characters): Per 2018 Standard Specifications
Test was verified on 7/29/2021 ✔