Summary for Test 2023-10-10-79-3
Test performed: ASTM D5329-16Project Information
| Project Identifiers | Project ID: 214337 DEA: 080E33U4 EFIS: 0817000075 |
|---|---|
| DIST-CO-RTE-PM | 08-SBD-115-R7.3/R10.0 |
| Award Date | 04/26/2021 |
| Closeout Date | 06/09/2025 |
| Work Description | ADD WB AUX & EB DECEL LANES, WIDEN I15 SW CONNECT,RAMPS/BRDG |
| Location Description | SAN BERNARDINO COUNTY IN ONTARIO FROM 0.2 MILE WEST OF CUCAMONGA CREEK BRIDGE TO MILLIKEN AVENUE |
| QA Service Level | 1 (Verified on 06/23/2021) |
Sample Information
| Sample Taken Date | 10/10/2023 | Sample Unique Key | 79 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 10/11/2023 | Sample type | Verification |
| A brief description of the sample | Asphalt Rubber Binder, PG 64-16 CR | The quantity of what the sample constitutes | 1 Can |
| From where was the sample collected | Source | First name of sampler or witnessed by | Maryanna |
| Last name of sampler or witnessed by | Landaverde | Title of sampler | |
| Telephone number of sampler | Laboratory sample identification | ||
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | All American Asphalt | |
| 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 |
Test Details
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DIME Sample ID: 2023-10-10-79
DIME Test ID: 2023-10-10-79-3
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: 2023-12-13
Test Results
Input Type: Measured
Tester's full name: Sm Ali
Date of test: 10/17/2023
Temperature: 25 C
Ball Penetration (P1): 1 mm
Final Dial reading (F1): 66 mm
Ball Penetration (P2): 1 mm
Final Dial reading (F2): 67 mm
Ball Penetration (P3): 1 mm
Final Dial reading (F3): 65 mm
Resilience 1: 35 %
Resilience 2: 34 %
Resilience 3: 36 %
Average Resilience: 35 %
Minutes Reaction: no data
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 12/13/2023 ✔