Summary for Test 2022-05-18-28-3
Test performed: ASTM D5329-16Project Information
Project Identifiers | Project ID: 215721 DEA: 010K5704 EFIS: 0120000118 |
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DIST-CO-RTE-PM | 01-HUM-36-40.5/45.7 |
Award Date | 06/04/2021 |
Closeout Date | 07/21/2022 |
Work Description | COLD PLANE AC PAVEMENT, PLACE RHMA-G AND TRAFFIC STRIPING. |
Location Description | HUMBOLDT COUNTY NEAR DINSMORE FROM VAN DUZEN RIVER BRIDGE TO TRINITY COUNTY LINE |
QA Service Level | 1 (Verified on 04/30/2021) |
Sample Information
Sample Taken Date | 05/18/2022 | 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 | 05/19/2022 |
Sample type | Acceptance | A brief description of the sample | Asphalt Rubber Binder |
The quantity of what the sample constitutes | 4 cans | From where was the sample collected | Source |
First name of sampler or witnessed by | J | Last name of sampler or witnessed by | Brown |
Title of sampler | Telephone number of sampler | ||
Laboratory sample identification | Linked DIME Sample ID | ||
The fabricator/manufacturer/facility name | MFC Mercer Fraser | Transportation Laboratory (TL) Number | 581675 |
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 | Not set |
Test Details
DIME Sample ID: 2022-05-18-28
DIME Test ID: 2022-05-18-28-3
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: 2022-05-20
Test Results
Input Type: Measured
Tester's full name: Juan Gomez
Date of test: 05/20/2022
Temperature: 25 C
Final Dial reading (F1): 80 mm
Ball Penetration (P1): 6 mm
Final Dial reading (F2): 80 mm
Ball Penetration (P2): 5 mm
Final Dial reading (F3): 80 mm
Ball Penetration (P3): 5 mm
Resilience 1: 26 %
Resilience 2: 25 %
Resilience 3: 25 %
Average Resilience: 25 %
Minutes Reaction: no data
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 5/20/2022 ✔