Summary for Test 2023-10-27-56-1
Test performed: ASTM D217-16Project Information
| Project Identifiers | Project ID: 993906 DEA: 051H0504 EFIS: 0516000018 |
|---|---|
| DIST-CO-RTE-PM | 05-MON-101-87.4/87.8 |
| Award Date | 08/16/2022 |
| Closeout Date | Not set |
| Work Description | WIDEN ROADWAY WITH HMA, CONSTRUCT RETAINING WALL AND CONCRETE BARRIER. |
| Location Description | MONTEREY COUNTY IN SALINAS FROM 0.1 MILE NORTH OF EAST MARKET STREET UNDERCROSSING TO 0.1 MILE SOUTH OF SHERWOOD DRIVE OVERCROSSING |
| QA Service Level | 1 (Verified on 06/17/2022) |
Sample Information
| Sample Taken Date | 10/27/2023 | Sample Unique Key | 56 |
|---|---|---|---|
| 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 | 11/07/2023 |
| Sample type | Department Acceptance | A brief description of the sample | ARB PG 64-16 |
| The quantity of what the sample constitutes | 1 Can | From where was the sample collected | Job Site |
| First name of sampler or witnessed by | A | Last name of sampler or witnessed by | Romiza |
| Title of sampler | TET | Telephone number of sampler | |
| Laboratory sample identification | Linked DIME Sample ID | ||
| The fabricator/manufacturer/facility name | GRANITE CONSTRUCTION | Transportation Laboratory (TL) Number | 332 |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
| Structure name |
Material Information
| Material Type | Asphalt Rubber Binder | Asphalt modifier supplier | SJR |
|---|---|---|---|
| Performance Grade | PG 64-16 | Lot number | |
| Sublot number | Asphalt Rubber Binder Mix Number | 23_1696 |
Test Details
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DIME Sample ID: 2023-10-27-56
DIME Test ID: 2023-10-27-56-1
Testing Lab: CT HQ - Sacramento Asphalt Binder Laboratory
Test Method: ASTM D217-16: Standard Test Methods for Cone Penetration of Lubricating Grease (Cone Penetration)
Test Release Date: 2023-11-14
Test Results
Determination: Unworked Penetration
Input Type: Measured
Tester's full name: Karen Sawyer
Date of test: 11/13/2023
Unworked Penetration, Test 1: 50 0.1 mm
Unworked Penetration, Test 2: 54 0.1 mm
Unworked Penetration, Test 3: 55 0.1 mm
Unworked Penetration: 53 0.1 mm
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 11/14/2023 ✔