Summary for Test 2024-06-28-60-3
Test performed: ASTM D5329-16Project 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 | 09/25/2026 |
| 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 | 06/28/2024 | Sample Unique Key | 60 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 07/09/2024 | Sample type | Acceptance |
| A brief description of the sample | 1 can of PG-64-16 binder | The quantity of what the sample constitutes | 1 can of binder |
| From where was the sample collected | Source | First name of sampler or witnessed by | Ben |
| Last name of sampler or witnessed by | Reeves | Title of sampler | Consultant Tester |
| Telephone number of sampler | Laboratory sample identification | 24-109 | |
| Linked DIME Sample ID | 2024-06-28-47 | The fabricator/manufacturer/facility name | Mercer Fraser Plant B |
| Transportation Laboratory (TL) Number | 827383 | 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 | L241022 |
Test Details
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DIME Sample ID: 2024-06-28-60
DIME Test ID: 2024-06-28-60-3
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: 2024-07-11
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): 63 mm
Ball Penetration (P2): 0 mm
Final Dial reading (F2): 65 mm
Ball Penetration (P3): 0 mm
Final Dial reading (F3): 65 mm
Resilience 1: 37 %
Resilience 2: 35 %
Resilience 3: 35 %
Average Resilience: 36 %
Minutes Reaction: no data
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 7/11/2024 ✔