Summary for Test 2024-08-12-66-3
Test performed: ASTM D5329-16Project Information
Project Identifiers | Project ID: 994147 DEA: 120R4104 EFIS: 1218000090 |
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DIST-CO-RTE-PM | 12-ORA-1-17.4/21.5 |
Award Date | 09/27/2022 |
Closeout Date | Not set |
Work Description | COLD PLANE AC AND PLACE RHMA-G. |
Location Description | ORANGE COUNTY IN NEWPORT BEACH FROM JAMBOREE ROAD TO SANTA ANA RIVER BRIDGE |
QA Service Level | 1 (Verified on 06/28/2023) |
Sample Information
Sample Taken Date | 08/12/2024 | Sample Unique Key | 66 |
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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 | 08/14/2024 |
Sample type | Verification | A brief description of the sample | Asphalt Rubber Binder |
The quantity of what the sample constitutes | 1can | From where was the sample collected | Source |
First name of sampler or witnessed by | RJ Noble QC | Last name of sampler or witnessed by | RJ Noble QC |
Title of sampler | Telephone number of sampler | ||
Laboratory sample identification | Linked DIME Sample ID | ||
The fabricator/manufacturer/facility name | R.J Noble-Orange | Transportation Laboratory (TL) Number | |
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 |
Test Details
DIME Sample ID: 2024-08-12-66
DIME Test ID: 2024-08-12-66-3
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: 2024-09-12
Test Results
Input Type: Calculated
Tester's full name: Anthony Hernandez
Date of test: 08/22/2024
Temperature: 25 C
Final Dial reading (F1): 65 mm
Ball Penetration (P1): 5 mm
Final Dial reading (F2): 60 mm
Ball Penetration (P2): 5 mm
Final Dial reading (F3): 59 mm
Ball Penetration (P3): 5 mm
Resilience 1: 40 %
Resilience 2: 45 %
Resilience 3: 46 %
Average Resilience: 44 %
Minutes Reaction: no data
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 9/12/2024 ✔