Summary for Test 2024-04-08-29-3
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 | 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 | 04/08/2024 | Sample Unique Key | 29 |
|---|---|---|---|
| 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 | 04/10/2024 |
| Sample type | Quality Assurance | A brief description of the sample | 1 can Rubber 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 | QC Technician | Telephone number of sampler | |
| Laboratory sample identification | 24-043 | Linked DIME Sample ID | 2024-04-08-8 |
| The fabricator/manufacturer/facility name | Mercer Fraser Boyd Road | Transportation Laboratory (TL) Number | 827377 |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
| Structure name |
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: 2024-04-08-29
DIME Test ID: 2024-04-08-29-3
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: 2024-04-18
Test Results
Input Type: Measured
Tester's full name: Raul Cardenas
Date of test: 04/18/2024
Temperature: 25 C
Final Dial reading (F1): 72 mm
Ball Penetration (P1): 9 mm
Final Dial reading (F2): 73 mm
Ball Penetration (P2): 8 mm
Final Dial reading (F3): 74 mm
Ball Penetration (P3): 6 mm
Resilience 1: 37 %
Resilience 2: 35 %
Resilience 3: 32 %
Average Resilience: 35 %
Minutes Reaction: no data
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 4/18/2024 ✔