Summary for Test 2022-08-22-53-3
Test performed: ASTM D5329-16Project Information
| Project Identifiers | Project ID: 993297 DEA: 010F8204 EFIS: 0116000067 |
|---|---|
| DIST-CO-RTE-PM | 01-HUM-101-R90.1/109.6 |
| Award Date | 01/27/2022 |
| Closeout Date | 03/04/2024 |
| Work Description | PLACE RHMA-G AND HMA (TYPE A). |
| Location Description | IN HUMBOLDT COUNTY IN AND NEAR TRINIDAD FROM 1.3 MILES SOUTH OF SCHOOL ROAD OVERCROSSING TO 0.4 MILE NORTH OF BIG LAGOON BRIDGE |
| QA Service Level | 1 (Verified on 10/12/2021) |
Sample Information
| Sample Taken Date | 08/22/2022 | Sample Unique Key | 53 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 08/24/2022 | Sample type | Department Acceptance |
| A brief description of the sample | Asphalt Rubber Binder PG 64-16 | The quantity of what the sample constitutes | 1 Can |
| From where was the sample collected | Fabricator | First name of sampler or witnessed by | R |
| Last name of sampler or witnessed by | Werner | Title of sampler | |
| Telephone number of sampler | Laboratory sample identification | ||
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Mercer Fraser Fortuna Plant B | |
| Transportation Laboratory (TL) Number | 032402 | 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 | Not set |
Test Details
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DIME Sample ID: 2022-08-22-53
DIME Test ID: 2022-08-22-53-3
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: 2022-09-02
Test Results
Input Type: Measured
Tester's full name: Karen Sawyer
Date of test: 08/31/2022
Temperature: 25 C
Ball Penetration (P1): 2 mm
Final Dial reading (F1): 56 mm
Ball Penetration (P2): 2 mm
Final Dial reading (F2): 58 mm
Ball Penetration (P3): 2 mm
Final Dial reading (F3): 60 mm
Resilience 1: 46 %
Resilience 2: 44 %
Resilience 3: 42 %
Average Resilience: 44 %
Minutes Reaction: no data
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 9/2/2022 ✔