Summary for Test 2024-08-13-118-2
Test performed: ASTM D5329-16Project Information
| Project Identifiers | Project ID: 994895 DEA: 060X2804 EFIS: 0618000049 |
|---|---|
| DIST-CO-RTE-PM | 06-FRE-5-60.1/66.2 |
| Award Date | 08/31/2023 |
| Closeout Date | 12/02/2025 |
| Work Description | COLD PLANE EXISTING PAVEMENT AND RESURFACE WITH HMA AND RHMA. |
| Location Description | FRESNO COUNTY ABOUT 21 MILES WEST OF MENDOTA FROM SHIELDS AVENUE OVERCROSSING TO MERCED COUNTY LINE |
| QA Service Level | 1 (Verified on 06/27/2023) |
Sample Information
| Sample Taken Date | 08/13/2024 | Sample Unique Key | 118 |
|---|---|---|---|
| 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 | 08/29/2024 |
| Sample type | Verification | A brief description of the sample | PG 64-16 |
| The quantity of what the sample constitutes | 1 of 1 | From where was the sample collected | Source |
| First name of sampler or witnessed by | Jonathon | Last name of sampler or witnessed by | Chaney |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | Linked DIME Sample ID | ||
| The fabricator/manufacturer/facility name | Granite Coalinga | Transportation Laboratory (TL) Number | 027989 |
| 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: 2024-08-13-118
DIME Test ID: 2024-08-13-118-2
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: 2024-09-05
Test Results
Input Type: Measured
Tester's full name: Karen Sawyer
Date of test: 09/05/2024
Temperature: 25 C
Ball Penetration (P1): 0 mm
Final Dial reading (F1): 60 mm
Ball Penetration (P2): 2 mm
Final Dial reading (F2): 66 mm
Ball Penetration (P3): 1 mm
Final Dial reading (F3): 65 mm
Resilience 1: 40 %
Resilience 2: 36 %
Resilience 3: 36 %
Average Resilience: 37 %
Minutes Reaction: no data
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 9/5/2024 ✔