Summary for Test 2020-08-10-24-3
Test performed: ASTM D5329-16Project Information
Project Identifiers | Project ID: 212535 DEA: 031A9204 EFIS: 0300020608 |
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DIST-CO-RTE-PM | 03-SUT-20-5-11.3 |
Award Date | 06/11/2019 |
Closeout Date | 12/01/2021 |
Work Description | SUTTER BYPASS WIDENING AND REHAB |
Location Description | NEAR YUBA CITY FROM SUTTER BYPASS TO 0.1 MILE WEST OF LYTLE ROAD. |
QA Service Level | 1 (Verified on 07/23/2018) |
Sample Information
Sample Taken Date | 08/10/2020 | Sample Unique Key | 24 |
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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 | 08/12/2020 |
Sample type | Acceptance | A brief description of the sample | TEST Asphalt Rubber Binder |
The quantity of what the sample constitutes | 2 cans each, #1Test | From where was the sample collected | Source |
First name of sampler or witnessed by | M | Last name of sampler or witnessed by | Chittonden |
Title of sampler | TET | Telephone number of sampler | |
Laboratory sample identification | Linked DIME Sample ID | ||
The fabricator/manufacturer/facility name | Valero | Transportation Laboratory (TL) Number | 724284 |
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 | Not set |
Test Details
DIME Sample ID: 2020-08-10-24
DIME Test ID: 2020-08-10-24-3
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: 2020-08-31
Test Results
Input Type: Measured
Tester's full name: Minoo Ahmadi
Date of test: 08/18/2020
Temperature: 25 C
Final Dial reading (F1): 69 mm
Ball Penetration (P1): 1 mm
Final Dial reading (F2): 70 mm
Ball Penetration (P2): 1 mm
Final Dial reading (F3): 72 mm
Ball Penetration (P3): 0 mm
Resilience 1: 32 %
Resilience 2: 31 %
Resilience 3: 28 %
Average Resilience: 30 %
Minutes Reaction: no data
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 8/31/2020 ✔