Summary for Test 2021-08-25-10-3
Test performed: ASTM D5329-16Project Information
Project Identifiers | Project ID: 213411 DEA: 030H10U4 EFIS: 0317000246 |
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DIST-CO-RTE-PM | 03-SAC-5-9.7/24.9 |
Award Date | 05/01/2019 |
Closeout Date | 02/22/2024 |
Work Description | Not set |
Location Description | Construction on state highway in Sacramento County in and near Sacramento from 1.1 miles south of Elk Grove Boulevard to American River Viaduct |
QA Service Level | 1 (Verified on 07/19/2019) |
Sample Information
Sample Taken Date | 08/25/2021 | Sample Unique Key | 10 |
---|---|---|---|
Will the laboratory/organization for which you are a member perform testing on this material sample? | No | Date that the sample was received by the laboratory/organization performing the testing | 08/26/2021 |
Sample type | Department Acceptance | A brief description of the sample | Asphalt Rubber Binder |
The quantity of what the sample constitutes | 1 GALLON CAN | From where was the sample collected | Source |
First name of sampler or witnessed by | Michael | Last name of sampler or witnessed by | CHITTENDEN |
Title of sampler | Consultant Tester | Telephone number of sampler | 5307905033 |
Laboratory sample identification | Linked DIME Sample ID | ||
The fabricator/manufacturer/facility name | Granite Bradshaw | Transportation Laboratory (TL) Number | 799187 |
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 | 1 |
Sublot number | 15 | Asphalt Rubber Binder Mix Number | Not set |
Test Details
DIME Sample ID: 2021-08-25-10
DIME Test ID: 2021-08-25-10-3
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: 2021-09-02
Test Results
Input Type: Measured
Tester's full name: Minoo Ahmadi
Date of test: 08/31/2021
Temperature: 25 C
Final Dial reading (F1): 63 mm
Ball Penetration (P1): 0 mm
Final Dial reading (F2): 63 mm
Ball Penetration (P2): 0 mm
Final Dial reading (F3): 62 mm
Ball Penetration (P3): 0 mm
Resilience 1: 37 %
Resilience 2: 37 %
Resilience 3: 38 %
Average Resilience: 37 %
Minutes Reaction: no data
General comments (publicly viewable) (Max 1000 characters): Per 2018 Standard Specifications
Test was verified on 9/2/2021 ✔