Summary for Test 2022-02-09-44-3
Test performed: ASTM D5329-16Project Information
| Project Identifiers | Project ID: 214921 DEA: 09367404 EFIS: 0916000025 |
|---|---|
| DIST-CO-RTE-PM | 09-KER-14-R4.7/R12.6 |
| Award Date | Not set |
| Closeout Date | 01/23/2023 |
| Work Description | CONSTRUCT CRCP OVER EXISTING PAVEMENT AND PLACE HMA. |
| Location Description | KERN COUNTY AT AND NEAR ROSAMOND AND MOJAVE FROM 1.4 MILES SOUTH OF DAWN ROAD OVERCROSSING TO 0.5 MILE NORTH OF SILVER QUEEN ROAD OVERCROSSING |
| QA Service Level | 1 (Verified on 11/06/2020) |
Sample Information
| Sample Taken Date | 02/09/2022 | Sample Unique Key | 44 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 03/25/2022 | Sample type | Department Acceptance |
| A brief description of the sample | Asphalt Rubber Binder | The quantity of what the sample constitutes | 1 Quart Can |
| From where was the sample collected | Supplier | First name of sampler or witnessed by | William |
| Last name of sampler or witnessed by | Lucas | Title of sampler | Granite QC |
| Telephone number of sampler | Laboratory sample identification | 0141-22 | |
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Granite Big Rock | |
| Transportation Laboratory (TL) Number | 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: 2022-02-09-44
DIME Test ID: 2022-02-09-44-3
Testing Lab: CT D08 - Fontana Southern Regional 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: 2022-03-04
Test Results
Input Type: Calculated
Tester's full name: Sm Ali
Date of test: 03/03/2022
Temperature: 25 C
Ball Penetration (P1): 1 mm
Final Dial reading (F1): 81 mm
Ball Penetration (P2): 2 mm
Final Dial reading (F2): 80 mm
Ball Penetration (P3): 2 mm
Final Dial reading (F3): 81 mm
Resilience 1: 20 %
Resilience 2: 22 %
Resilience 3: 21 %
Average Resilience: 21 %
Minutes Reaction: no data
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 3/4/2022 ✔