Summary for Test 2022-03-11-31-3
Test performed: ASTM D5329-16Project Information
| Project Identifiers | Project ID: 215609 DEA: 074W9404 EFIS: 0720000196 |
|---|---|
| DIST-CO-RTE-PM | 07-LA-101-0.0/1.0 |
| Award Date | 05/06/2021 |
| Closeout Date | 07/14/2022 |
| Work Description | COLD PLANE AND OVERLAY WITH RUBBERIZED HOT MIX ASPHALT, SLURRY SEAL. |
| Location Description | LOS ANGELES COUNTY IN LOS ANGELES FROM ROUTE 10/101 SEPARATION TO SPRING STREET OVERCROSSING |
| QA Service Level | 1 (Verified on 08/17/2021) |
Sample Information
| Sample Taken Date | 03/11/2022 | Sample Unique Key | 31 |
|---|---|---|---|
| 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 | 03/22/2022 |
| Sample type | 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 | Alex | Last name of sampler or witnessed by | Mazo |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | Linked DIME Sample ID | ||
| The fabricator/manufacturer/facility name | Blue Diamond | Transportation Laboratory (TL) Number | C007050 |
| 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
Test Details QR Code
Scan this code to open this Test Details view on another device.
Sample Details QR Code
Scan this code to open this Sample Details view on another device.
DIME Sample ID: 2022-03-11-31
DIME Test ID: 2022-03-11-31-3
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: 2022-03-30
Test Results
Input Type: Calculated
Tester's full name: Sm Ali
Date of test: 03/29/2022
Temperature: 25 C
Final Dial reading (F1): 59 mm
Ball Penetration (P1): 0 mm
Final Dial reading (F2): 60 mm
Ball Penetration (P2): 0 mm
Final Dial reading (F3): 58 mm
Ball Penetration (P3): 0 mm
Resilience 1: 41 %
Resilience 2: 40 %
Resilience 3: 42 %
Average Resilience: 41 %
Minutes Reaction: no data
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 3/30/2022 ✔