Summary for Test 2022-08-23-90-3
Test performed: ASTM D5329-16Project Information
Project Identifiers | Project ID: 993505 DEA: 022J4404 EFIS: 0221000078 |
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DIST-CO-RTE-PM | 02-LAS-139-38.0/43.0 |
Award Date | 03/07/2022 |
Closeout Date | 05/24/2023 |
Work Description | REPLACE AC SURFACING, ASPHALT RUBBER BINDER, SEAL COAT & HMA OVERLAY. |
Location Description | LASSEN COUNTY ABOUT 37 MILES NORTH OF SUSANVILLE FROM 4.3 MILES NORTH OF SOUTH GRASSHOPPER ROAD TO 0. 2 MILE SOUTH OF TERMO GRASSHOPPER ROAD |
QA Service Level | 1 (Verified on 01/18/2022) |
Sample Information
Sample Taken Date | 08/23/2022 | Sample Unique Key | 90 |
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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 | 08/29/2022 |
Sample type | Department Acceptance | A brief description of the sample | ARB, 64-16, ATR 20% |
The quantity of what the sample constitutes | 5 cans | From where was the sample collected | Fabricator |
First name of sampler or witnessed by | _ | Last name of sampler or witnessed by | _ |
Title of sampler | Telephone number of sampler | ||
Laboratory sample identification | Linked DIME Sample ID | ||
The fabricator/manufacturer/facility name | Albina and American Pavement Systems | 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 | |
---|---|---|---|
Performance Grade | PG 64-16 | Lot number | |
Sublot number | Asphalt Rubber Binder Mix Number | Not set |
Test Details
DIME Sample ID: 2022-08-23-90
DIME Test ID: 2022-08-23-90-3
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: 2022-09-02
Test Results
Input Type: Measured
Tester's full name: Karen Sawyer
Date of test: 09/02/2022
Temperature: 25 C
Final Dial reading (F1): 65 mm
Ball Penetration (P1): 3 mm
Final Dial reading (F2): 65 mm
Ball Penetration (P2): 2 mm
Final Dial reading (F3): 68 mm
Ball Penetration (P3): 5 mm
Resilience 1: 38 %
Resilience 2: 37 %
Resilience 3: 37 %
Average Resilience: 37 %
Minutes Reaction: no data
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 9/2/2022 ✔