Summary for Test 2020-09-14-28-3
Test performed: ASTM D5329-16Project Information
| Project Identifiers | Project ID: 214731 DEA: 051M0004 EFIS: 0519000047 |
|---|---|
| DIST-CO-RTE-PM | 05-SLO-101-16.5/R21.5 |
| Award Date | 04/22/2020 |
| Closeout Date | 08/23/2021 |
| Work Description | COLD PLANE AND RHMA-GAP GRADED OVERLAY ON EXISTING ROADWAY. |
| Location Description | SAN LUIS OBISPO COUNTY IN AND NEAR PISMO BEACH FROM 0.1 MILE SOUTH OF PRICE CANYON ROAD TO SAN LUIS CREEK BRIDGE |
| QA Service Level | 1 (Verified on 05/29/2020) |
Sample Information
| Sample Taken Date | 09/14/2020 | Sample Unique Key | 28 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 09/21/2020 | Sample type | Department Acceptance |
| A brief description of the sample | #5Test | The quantity of what the sample constitutes | 1 Can |
| From where was the sample collected | Source | First name of sampler or witnessed by | Javier |
| Last name of sampler or witnessed by | Rios | Title of sampler | |
| Telephone number of sampler | Laboratory sample identification | ||
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | FNF Templeton | |
| Transportation Laboratory (TL) Number | 200914E | 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: 2020-09-14-28
DIME Test ID: 2020-09-14-28-3
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: 2020-09-23
Test Results
Input Type: Measured
Tester's full name: Minoo Ahmadi
Date of test: 09/23/2020
Temperature: 25 C
Ball Penetration (P1): 0 mm
Final Dial reading (F1): 70 mm
Ball Penetration (P2): 0 mm
Final Dial reading (F2): 68 mm
Ball Penetration (P3): 1 mm
Final Dial reading (F3): 70 mm
Resilience 1: 30 %
Resilience 2: 32 %
Resilience 3: 31 %
Average Resilience: 31 %
Minutes Reaction: no data
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 9/23/2020 ✔