Summary for Test 2023-08-28-57-1
Test performed: ASTM D217-16Project Information
Project Identifiers | Project ID: 993208 DEA: 034F38U4 EFIS: 0321000092 |
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DIST-CO-RTE-PM | 03-YUB-70-16.2/25.8 |
Award Date | 11/04/2021 |
Closeout Date | Not set |
Work Description | WIDEN SHOULDERS AND IMPROVE CLEAR RECOVERY ZONE. |
Location Description | YUBA COUNTY NEAR MARYSVILLE FROM 0.2 MILE NORTH OF LAURELLEN ROAD TO SOUTH HONCUT CREEK BRIDGE |
QA Service Level | 1 (Verified on 09/10/2021) |
Sample Information
Sample Taken Date | 08/28/2023 | Sample Unique Key | 57 |
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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 | 09/08/2023 |
Sample type | Department Acceptance | A brief description of the sample | 1 Can Rubber |
The quantity of what the sample constitutes | 1 can | From where was the sample collected | Source |
First name of sampler or witnessed by | Tim | Last name of sampler or witnessed by | Unknown |
Title of sampler | Telephone number of sampler | ||
Laboratory sample identification | Linked DIME Sample ID | ||
The fabricator/manufacturer/facility name | Desilva Gates-Marysville | Transportation Laboratory (TL) Number | 802565 |
Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
Structure name |
Material Information
Material Type | Asphalt Rubber Binder | Asphalt modifier supplier | |
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Performance Grade | PG 64-16 | Lot number | |
Sublot number | Asphalt Rubber Binder Mix Number |
Test Details
DIME Sample ID: 2023-08-28-57
DIME Test ID: 2023-08-28-57-1
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: 2023-09-19
Test Results
Determination: Unworked Penetration
Input Type: Measured
Tester's full name: Karen Sawyer
Date of test: 09/18/2023
Unworked Penetration, Test 1: 26 0.1 mm
Unworked Penetration, Test 2: 27 0.1 mm
Unworked Penetration, Test 3: 30 0.1 mm
Unworked Penetration: 28 0.1 mm
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 9/19/2023 ✔