Summary for Test 2024-06-27-36-3
Test performed: ASTM D5329-16Project Information
| Project Identifiers | Project ID: 994820 DEA: 060V1104 EFIS: 0616000208 |
|---|---|
| DIST-CO-RTE-PM | 06-FRE,KIN-5,41,198-Var |
| Award Date | 08/31/2023 |
| Closeout Date | 05/09/2025 |
| Work Description | STRATFORD KINGS RIVER BRIDGE REPLACEMENT. |
| Location Description | FRESNO AND KINGS COUNTIES AT VARIOUS LOCATIONS |
| QA Service Level | 1 (Verified on 09/20/2023) |
Sample Information
| Sample Taken Date | 06/27/2024 | Sample Unique Key | 36 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 07/01/2024 | Sample type | Acceptance |
| A brief description of the sample | Asphalt Rubber Binder | The quantity of what the sample constitutes | 1 gallon can |
| From where was the sample collected | Source | First name of sampler or witnessed by | Jorge L |
| Last name of sampler or witnessed by | Martinez | Title of sampler | ARE |
| Telephone number of sampler | Laboratory sample identification | ||
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | APS | |
| Transportation Laboratory (TL) Number | None provided | 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: 2024-06-27-36
DIME Test ID: 2024-06-27-36-3
Testing Lab: CT HQ - Sacramento Asphalt Binder 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: 2024-07-10
Test Results
Input Type: Measured
Tester's full name: Karen Sawyer
Date of test: 07/10/2024
Temperature: 25 C
Ball Penetration (P1): 0 mm
Final Dial reading (F1): 65 mm
Ball Penetration (P2): 0 mm
Final Dial reading (F2): 70 mm
Ball Penetration (P3): 0 mm
Final Dial reading (F3): 68 mm
Resilience 1: 35 %
Resilience 2: 30 %
Resilience 3: 32 %
Average Resilience: 32 %
Minutes Reaction: no data
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 7/10/2024 ✔