Summary for Test 2021-06-25-8-2
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 | 06/25/2021 | Sample Unique Key | 8 |
|---|---|---|---|
| Will the laboratory/organization for which you are a member perform testing on this material sample? | Yes | Date that the sample was received by the laboratory/organization performing the testing | 07/02/2021 |
| 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 | Jason | Last name of sampler or witnessed by | Dehoff |
| Title of sampler | Inspector | Telephone number of sampler | |
| Laboratory sample identification | Linked DIME Sample ID | ||
| The fabricator/manufacturer/facility name | na | Transportation Laboratory (TL) Number | c034926 |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
| Structure name |
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: 2021-06-25-8
DIME Test ID: 2021-06-25-8-2
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: 2021-07-09
Test Results
Input Type: Measured
Tester's full name: Minoo Ahmadi
Date of test: 07/08/2021
Temperature: 25 C
Final Dial reading (F1): 76 mm
Ball Penetration (P1): 0 mm
Final Dial reading (F2): 75 mm
Ball Penetration (P2): 1 mm
Final Dial reading (F3): 78 mm
Ball Penetration (P3): 2 mm
Resilience 1: 24 %
Resilience 2: 26 %
Resilience 3: 24 %
Average Resilience: 25 %
Minutes Reaction: no data
General comments (publicly viewable) (Max 1000 characters): Per 2018 Standard Specifications
Test was verified on 7/9/2021 ✔