Summary for Test 2022-08-09-64-3
Test performed: ASTM D5329-16Project Information
Project Identifiers | Project ID: 214426 DEA: 030A5704 EFIS: 0300020593 |
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DIST-CO-RTE-PM | 03-YUB-20-13.3/R18.2 |
Award Date | 01/02/2020 |
Closeout Date | Not set |
Work Description | Browns Valley Rehab: CONSTRUCT BRIDGE, REALIGN CURVE, WIDEN SHOULDERS AND CULVERT WORK. |
Location Description | YUBA COUNTY FROM MARYSVILLE ROAD TO THE YUBA RIVER BRIDGE |
QA Service Level | 1 (Verified on 10/23/2019) |
Sample Information
Sample Taken Date | 08/09/2022 | Sample Unique Key | 64 |
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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 | 11/01/2022 |
Sample type | Quality Assurance | A brief description of the sample | PG 64-16 |
The quantity of what the sample constitutes | 1 can rubber | From where was the sample collected | Manufacturer |
First name of sampler or witnessed by | Garrett | Last name of sampler or witnessed by | Griffith |
Title of sampler | Telephone number of sampler | Unknown | |
Laboratory sample identification | Linked DIME Sample ID | ||
The fabricator/manufacturer/facility name | teichert and sons | Transportation Laboratory (TL) Number | 778209 |
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: 2022-08-09-64
DIME Test ID: 2022-08-09-64-3
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: 2022-11-09
Test Results
Input Type: Measured
Tester's full name: Juan Gomez
Date of test: 11/09/2022
Temperature: 25 C
Final Dial reading (F1): 75 mm
Ball Penetration (P1): 8 mm
Final Dial reading (F2): 72 mm
Ball Penetration (P2): 4 mm
Final Dial reading (F3): 73 mm
Ball Penetration (P3): 5 mm
Resilience 1: 33 %
Resilience 2: 32 %
Resilience 3: 32 %
Average Resilience: 32 %
Minutes Reaction: no data
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 11/9/2022 ✔