Summary for Test 2023-09-21-85-3
Test performed: ASTM D5329-16Project Information
| Project Identifiers | Project ID: 994555 DEA: 032G7504 EFIS: 0322000154 |
|---|---|
| DIST-CO-RTE-PM | 03-GLE-45-7.0/23.2 |
| Award Date | 06/01/2023 |
| Closeout Date | 01/22/2025 |
| Work Description | FULL AND PARTIAL DEPTH RECYCLING, PLACE RHMA. |
| Location Description | GLENN COUNTY NEAR HAMILTON CITY FROM 4.4 MILES SOUTH TO 1.4 MILES NORTH OF BAYLISS BLUE GUM ROAD AND FROM 3.5 MILES SOUTH TO 2.5 MILES NORTH OF STONY CREEK BRIDGE |
| QA Service Level | 1 (Verified on 05/15/2023) |
Sample Information
| Sample Taken Date | 09/21/2023 | Sample Unique Key | 85 |
|---|---|---|---|
| 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 | 10/13/2023 |
| Sample type | Department Acceptance | A brief description of the sample | PG64-16 |
| The quantity of what the sample constitutes | 1 of 1 can | From where was the sample collected | Job Site |
| First name of sampler or witnessed by | Brad | Last name of sampler or witnessed by | McKeehan |
| Title of sampler | TET | Telephone number of sampler | |
| Laboratory sample identification | Linked DIME Sample ID | ||
| The fabricator/manufacturer/facility name | Knife River Construction - Orland Plant | Transportation Laboratory (TL) Number | 803729 |
| 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 | 1 |
| Sublot number | 13 | Asphalt Rubber Binder Mix Number |
Test Details
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DIME Sample ID: 2023-09-21-85
DIME Test ID: 2023-09-21-85-3
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: 2023-10-25
Test Results
Input Type: Measured
Tester's full name: Karen Sawyer
Date of test: 10/24/2023
Temperature: 25 C
Ball Penetration (P1): 0 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): 60 mm
Resilience 1: 45 %
Resilience 2: 40 %
Resilience 3: 41 %
Average Resilience: 42 %
Minutes Reaction: no data
General comments (publicly viewable) (Max 1000 characters): RESIL
Test was verified on 10/25/2023 ✔