Summary for Test 2023-05-12-75-3
Test performed: ASTM D5329-16Project Information
Project Identifiers | Project ID: 212880 DEA: 050F9704 EFIS: 0513000017 |
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DIST-CO-RTE-PM | 05-MON-101-62.7 |
Award Date | 03/17/2022 |
Closeout Date | 02/14/2024 |
Work Description | N. SOLEDAD OH DECK REPLACEMENT |
Location Description | ON RTE 101 IN MONTEREY COUNTY NEAR SOLEDAD AT THE NORTH SOLEDAD OH BRIDGE BR 44-0091L/R |
QA Service Level | 1 (Verified on 09/30/2019) |
Sample Information
Sample Taken Date | 05/12/2023 | Sample Unique Key | 75 |
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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 | 05/23/2023 |
Sample type | Quality Assurance | A brief description of the sample | Asphalt Rubber Binder |
The quantity of what the sample constitutes | 1 can | From where was the sample collected | Supplier |
First name of sampler or witnessed by | A | Last name of sampler or witnessed by | Romiza |
Title of sampler | TET | Telephone number of sampler | |
Laboratory sample identification | Linked DIME Sample ID | ||
The fabricator/manufacturer/facility name | Granite Rock Aromas | Transportation Laboratory (TL) Number | 000000 |
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 | 2 | Asphalt Rubber Binder Mix Number |
Test Details
DIME Sample ID: 2023-05-12-75
DIME Test ID: 2023-05-12-75-3
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: 2023-05-30
Test Results
Input Type: Measured
Tester's full name: Karen Sawyer
Date of test: 05/25/2023
Temperature: 25 C
Final Dial reading (F1): 52 mm
Ball Penetration (P1): 6 mm
Final Dial reading (F2): 50 mm
Ball Penetration (P2): 5 mm
Final Dial reading (F3): 50 mm
Ball Penetration (P3): 4 mm
Resilience 1: 54 %
Resilience 2: 55 %
Resilience 3: 54 %
Average Resilience: 54 %
Minutes Reaction: no data
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 5/30/2023 ✔