Summary for Test 2022-08-25-72-3
Test performed: ASTM D5329-16Project Information
| Project Identifiers | Project ID: 993628 DEA: 081M0504 EFIS: 0821000064 |
|---|---|
| DIST-CO-RTE-PM | 08-RIV-15,215-23.9/33.4,R8.4/41.5 |
| Award Date | 05/02/2022 |
| Closeout Date | 02/24/2023 |
| Work Description | COLD PLANE AC PVMT, RHMA, AND REPLACE ASPHALT CONCRETE SURFACING. |
| Location Description | RIVERSIDE COUNTY ON ROUTE 15 FROM 0.1 MILE NORTH OF NICHOLS ROAD OVERCROSSING TO 0.1 MILE NORTH OF TEMESCAL CANYON ROAD UNDERCROSSING AND ON ROUTE 215 FROM 1.1 MILES SOUTH OF MURRIETA HOT SPRINGS ROAD UNDERCROSSING TO UNIVERSITY AVENUE UNDERCROSSING. |
| QA Service Level | 1 (Verified on 02/24/2023) |
Sample Information
| Sample Taken Date | 08/25/2022 | Sample Unique Key | 72 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 08/30/2022 | Sample type | Department Acceptance |
| 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 | AAA QC |
| Last name of sampler or witnessed by | AAA QC | Title of sampler | |
| Telephone number of sampler | Laboratory sample identification | 0601-22 | |
| 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 | ||
| Bid Item | Not set |
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
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DIME Sample ID: 2022-08-25-72
DIME Test ID: 2022-08-25-72-3
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: 2022-10-12
Test Results
Input Type: Calculated
Tester's full name: Majid Essa
Date of test: 09/07/2022
Temperature: 25 C
Ball Penetration (P1): 1 mm
Final Dial reading (F1): 74 mm
Ball Penetration (P2): 2 mm
Final Dial reading (F2): 76 mm
Ball Penetration (P3): 0 mm
Final Dial reading (F3): 74 mm
Resilience 1: 27 %
Resilience 2: 26 %
Resilience 3: 26 %
Average Resilience: 26 %
Minutes Reaction: no data
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 10/12/2022 ✔