Summary for Test 2023-04-17-28-1
Test performed: ASTM D217-16Project Information
Project Identifiers | Project ID: 994632 DEA: 061E6004 EFIS: 0622000067 |
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DIST-CO-RTE-PM | 06-KER-166-9.0/24.6 |
Award Date | 03/07/2023 |
Closeout Date | 02/26/2024 |
Work Description | Not set |
Location Description | FOR CONSTRUCTION ON STATE HIGHWAY IN KERN COUNTY NEAR MARICOPA FROM 4.0 MILES EAST OF BASIC SCHOOL ROAD TO ROUTE 166/99 SEPARATION |
QA Service Level | 1 (Verified on 05/10/2023) |
Sample Information
Sample Taken Date | 04/17/2023 | Sample Unique Key | 28 |
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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 | 04/20/2023 |
Sample type | Department Acceptance | A brief description of the sample | Asphalt Rubber Binder 20% |
The quantity of what the sample constitutes | 2 cans binder | From where was the sample collected | Source |
First name of sampler or witnessed by | Tyler | Last name of sampler or witnessed by | Tapa |
Title of sampler | Telephone number of sampler | 916-291-9349 | |
Laboratory sample identification | Linked DIME Sample ID | ||
The fabricator/manufacturer/facility name | VSS Emultech West Sac | Transportation Laboratory (TL) Number | |
Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
Structure name |
Material Information
Material Type | Asphalt Rubber Binder | Asphalt modifier supplier | VSS Emultech |
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Performance Grade | PG 64-16 | Lot number | |
Sublot number | Asphalt Rubber Binder Mix Number |
Test Details
DIME Sample ID: 2023-04-17-28
DIME Test ID: 2023-04-17-28-1
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: 2023-05-11
Test Results
Determination: Unworked Penetration
Input Type: Measured
Tester's full name: Karen Sawyer
Date of test: 04/26/2023
Unworked Penetration, Test 1: 40 0.1 mm
Unworked Penetration, Test 2: 39 0.1 mm
Unworked Penetration, Test 3: 42 0.1 mm
Unworked Penetration: 40 0.1 mm
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 5/11/2023 ✔