Summary for Test 2022-06-21-25-3
Test performed: ASTM D5329-16Project Information
Project Identifiers | Project ID: 214820 DEA: 081K4604 EFIS: 0819000045 |
---|---|
DIST-CO-RTE-PM | 08-RIV-215-R36.6/R37.2 |
Award Date | Not set |
Closeout Date | Not set |
Work Description | ADD A S/B AND N/B AUX LANE |
Location Description | RIVERSIDE COUNTY NEAR MORENO VALLEY FROM 0.2 MILE NORTH OF ALESSANDRO BOULEVARD OVERCROSSING TO 0.2 MILE SOUTH OF EUCALYPTUS AVENUE OVERCROSSING |
QA Service Level | 1 (Verified on 06/24/2021) |
Sample Information
Sample Taken Date | 06/21/2022 | Sample Unique Key | 25 |
---|---|---|---|
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 | 06/23/2022 |
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 | RMA QC | Last name of sampler or witnessed by | QC |
Title of sampler | Telephone number of sampler | ||
Laboratory sample identification | 0387-22 | Linked DIME Sample ID | |
The fabricator/manufacturer/facility name | AAA-Corona | 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 | Not set |
Test Details
DIME Sample ID: 2022-06-21-25
DIME Test ID: 2022-06-21-25-3
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: 2022-06-28
Test Results
Input Type: Calculated
Tester's full name: Sm Ali
Date of test: 06/28/2022
Temperature: 25 C
Final Dial reading (F1): 70 mm
Ball Penetration (P1): 0 mm
Final Dial reading (F2): 72 mm
Ball Penetration (P2): 1 mm
Final Dial reading (F3): 72 mm
Ball Penetration (P3): 0 mm
Resilience 1: 30 %
Resilience 2: 29 %
Resilience 3: 28 %
Average Resilience: 29 %
Minutes Reaction: no data
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 6/28/2022 ✔