Summary for Test 2023-09-07-53-3
Test performed: ASTM D5329-16Project Information
| Project Identifiers | Project ID: 994729 DEA: 034H88U4 EFIS: 0323000024 |
|---|---|
| DIST-CO-RTE-PM | 03-BUT-32-0.3/5.0 |
| Award Date | 06/30/2023 |
| Closeout Date | Not set |
| Work Description | INSTALL LIGHTING, WIDEN SHLD, UPGRADE END TREATMENTS, EXTEND CULVERTS. |
| Location Description | BUTTE COUNTY NEAR CHICO FROM 0.3 MILE EAST OF BUTTE COUNTY LINE TO MUIR AVENUE |
| QA Service Level | 1 (Verified on 05/15/2023) |
Sample Information
| Sample Taken Date | 09/07/2023 | Sample Unique Key | 53 |
|---|---|---|---|
| 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 | 09/19/2023 |
| Sample type | Department Acceptance | A brief description of the sample | pg 64-16 |
| 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 (WITNESS) | Last name of sampler or witnessed by | McKeehan |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | Linked DIME Sample ID | ||
| The fabricator/manufacturer/facility name | Knife River, Orland | Transportation Laboratory (TL) Number | 802899 |
| 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: 2023-09-07-53
DIME Test ID: 2023-09-07-53-3
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: 2023-09-27
Test Results
Input Type: Measured
Tester's full name: Karen Sawyer
Date of test: 09/26/2023
Temperature: 25 C
Final Dial reading (F1): 60 mm
Ball Penetration (P1): 0 mm
Final Dial reading (F2): 65 mm
Ball Penetration (P2): 2 mm
Final Dial reading (F3): 62 mm
Ball Penetration (P3): 1 mm
Resilience 1: 40 %
Resilience 2: 37 %
Resilience 3: 39 %
Average Resilience: 39 %
Minutes Reaction: no data
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 9/27/2023 ✔