Summary for Test 2024-09-13-31-3
Test performed: ASTM D5329-16
Warning: The test results shown on this page have been superseded and are invalid.
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Project Information
| Project Identifiers | Project ID: 994857 DEA: 010H6104 EFIS: 0117000241 |
|---|---|
| DIST-CO-RTE-PM | 01-HUM-36-13.5/R36.1 |
| Award Date | 10/31/2023 |
| Closeout Date | Not set |
| Work Description | COLD PLANE AND OVERLAY HMA, & REPLACE GUARDRAILS. |
| Location Description | HUMBOLDT COUNTY AT AND NEAR BRIDGEVILLE FROM 3.4 MILES WEST OF GRIZZLY CREEK BRIDGE TO 0.8 MILE EAST OF SOUTH FORK VAN DUZEN RIVER |
| QA Service Level | 1 (Verified on 06/08/2023) |
Sample Information
| Sample Taken Date | 09/13/2024 | 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 | 09/16/2024 |
| Sample type | Acceptance | A brief description of the sample | RHMA |
| The quantity of what the sample constitutes | 1 of 1 | From where was the sample collected | Fabricator |
| First name of sampler or witnessed by | Thorpe | Last name of sampler or witnessed by | NA |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | Linked DIME Sample ID | ||
| The fabricator/manufacturer/facility name | FORTUNA | Transportation Laboratory (TL) Number | 876495 |
| 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
DIME Sample ID: 2024-09-13-31
DIME Test ID: 2024-09-13-31-3
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: 2024-09-25
Test Results
Input Type: Measured
Tester's full name: Karen Sawyer
Date of test: 09/25/2024
Temperature: 25 C
Ball Penetration (P1): 2 mm
Final Dial reading (F1): 55 mm
Ball Penetration (P2): 0 mm
Final Dial reading (F2): 60 mm
Ball Penetration (P3): 1 mm
Final Dial reading (F3): 54 mm
Resilience 1: 47 %
Resilience 2: 40 %
Resilience 3: 47 %
Average Resilience: 45 %
Minutes Reaction: no data
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 9/25/2024 ✔
Warning: The test results shown on this page have been superseded and are invalid.
This information is for reference only.
