Summary for Test 2021-10-06-24-3
Test performed: ASTM D5329-16Project Information
Project Identifiers | Project ID: 215687 DEA: 074W6104 EFIS: 0719000104 |
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DIST-CO-RTE-PM | 07-LA-18-0.0/4.5 |
Award Date | 05/26/2021 |
Closeout Date | 10/06/2022 |
Work Description | PLACE RUBBERIZED HMA (GAP GRADED). |
Location Description | LOS ANGELES COUNTY NEAR LLANO FROM SAN BERNARDINO COUNTY LINE TO JUNCTION ROUTE 138 |
QA Service Level | 1 (Verified on 07/01/2021) |
Sample Information
Sample Taken Date | 10/06/2021 | Sample Unique Key | 24 |
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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 | 10/12/2021 |
Sample type | Per Request | 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 | kevin | Last name of sampler or witnessed by | Hopkins |
Title of sampler | Telephone number of sampler | ||
Laboratory sample identification | Linked DIME Sample ID | ||
The fabricator/manufacturer/facility name | Granite-Littlerock | Transportation Laboratory (TL) Number | C100621A |
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 | |
Sublot number | Asphalt Rubber Binder Mix Number | Not set |
Test Details
DIME Sample ID: 2021-10-06-24
DIME Test ID: 2021-10-06-24-3
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: 2021-10-16
Test Results
Input Type: Calculated
Tester's full name: Majid Essa
Date of test: 10/16/2021
Temperature: 25 C
Final Dial reading (F1): 81 mm
Ball Penetration (P1): 1 mm
Final Dial reading (F2): 78 mm
Ball Penetration (P2): 0 mm
Final Dial reading (F3): 80 mm
Ball Penetration (P3): 0 mm
Resilience 1: 20 %
Resilience 2: 22 %
Resilience 3: 20 %
Average Resilience: 21 %
Minutes Reaction: no data
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 10/16/2021 ✔