Summary for Test 2023-05-25-46-3
Test performed: ASTM D5329-16Project 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 | 05/25/2023 | Sample Unique Key | 46 |
---|---|---|---|
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 | 05/31/2023 |
Sample type | Department Acceptance | A brief description of the sample | Asphalt Rubber Binder |
The quantity of what the sample constitutes | 1 gallon can | From where was the sample collected | Supplier |
First name of sampler or witnessed by | I | Last name of sampler or witnessed by | Grewal |
Title of sampler | TE | Telephone number of sampler | |
Laboratory sample identification | Linked DIME Sample ID | ||
The fabricator/manufacturer/facility name | VSS Emultech Bakersfield | Transportation Laboratory (TL) Number | C 754984 |
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
DIME Sample ID: 2023-05-25-46
DIME Test ID: 2023-05-25-46-3
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: 2023-06-02
Test Results
Input Type: Measured
Tester's full name: Karen Sawyer
Date of test: 06/01/2023
Temperature: 25 C
Final Dial reading (F1): 84 mm
Ball Penetration (P1): 5 mm
Final Dial reading (F2): 88 mm
Ball Penetration (P2): 8 mm
Final Dial reading (F3): 85 mm
Ball Penetration (P3): 9 mm
Resilience 1: 21 %
Resilience 2: 20 %
Resilience 3: 24 %
Average Resilience: 22 %
Minutes Reaction: no data
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 6/2/2023 ✔