Summary for Test 2023-09-06-52-3
Test performed: ASTM D5329-16Project Information
Project Identifiers | Project ID: 994729 DEA: 034H88U4 EFIS: 0323000024 |
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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 | 09/06/2023 | Sample Unique Key | 52 |
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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 | 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 | 802896 |
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: 2023-09-06-52
DIME Test ID: 2023-09-06-52-3
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: 2023-10-02
Test Results
Input Type: Measured
Tester's full name: Raul Cardenas
Date of test: 10/02/2023
Temperature: 25 C
Final Dial reading (F1): 62 mm
Ball Penetration (P1): 7 mm
Final Dial reading (F2): 64 mm
Ball Penetration (P2): 6 mm
Final Dial reading (F3): 62 mm
Ball Penetration (P3): 5 mm
Resilience 1: 45 %
Resilience 2: 42 %
Resilience 3: 43 %
Average Resilience: 43 %
Minutes Reaction: no data
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 10/2/2023 ✔