Summary for Test 2022-10-12-50-3
Test performed: ASTM D5329-16Project Information
Project Identifiers | Project ID: 993559 DEA: 120R5104 EFIS: 1218000102 |
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DIST-CO-RTE-PM | 12-ORA-5-36.1 |
Award Date | 05/04/2022 |
Closeout Date | 01/12/2023 |
Work Description | PLACE RHMA-G AND HIGH FRICTION SURFACE TREATMENT. |
Location Description | ORANGE COUNTY IN ANAHEIM AT KATELLA AVENUE UNDERCROSSING |
QA Service Level | 1 (Verified on 03/21/2022) |
Sample Information
Sample Taken Date | 10/12/2022 | Sample Unique Key | 50 |
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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 | 10/17/2022 |
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 | RJ Noble QC | Last name of sampler or witnessed by | RJ Noble QC |
Title of sampler | Telephone number of sampler | ||
Laboratory sample identification | 0689-22 | Linked DIME Sample ID | |
The fabricator/manufacturer/facility name | RJ 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: 2022-10-12-50
DIME Test ID: 2022-10-12-50-3
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: 2022-12-27
Test Results
Input Type: Calculated
Tester's full name: Majid Essa
Date of test: 10/19/2022
Temperature: 25 C
Final Dial reading (F1): 74 mm
Ball Penetration (P1): 0 mm
Final Dial reading (F2): 70 mm
Ball Penetration (P2): 0 mm
Final Dial reading (F3): 73 mm
Ball Penetration (P3): 0 mm
Resilience 1: 26 %
Resilience 2: 30 %
Resilience 3: 27 %
Average Resilience: 28 %
Minutes Reaction: no data
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 12/27/2022 ✔