Summary for Test 2021-09-02-10-3
Test performed: ASTM D5329-16Project Information
Project Identifiers | Project ID: 66667 DEA: JMFPP EFIS: 0019000043 |
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DIST-CO-RTE-PM | 59--- |
Award Date | Not set |
Closeout Date | Not set |
Work Description | Special project for submitting Sample information for JMF Prequalification Program. |
Location Description | Not set |
QA Service Level | NOT VERIFIED |
Sample Information
Sample Taken Date | 09/02/2021 | Sample Unique Key | 10 |
---|---|---|---|
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 | 09/03/2021 |
Sample type | Verification | A brief description of the sample | PG64-16 Rubber Blend |
The quantity of what the sample constitutes | 1 can | From where was the sample collected | Manufacturer |
First name of sampler or witnessed by | Harish | Last name of sampler or witnessed by | T |
Title of sampler | TET | Telephone number of sampler | |
Laboratory sample identification | Linked DIME Sample ID | ||
The fabricator/manufacturer/facility name | Syar - Santa Rosa | 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: 2021-09-02-10
DIME Test ID: 2021-09-02-10-3
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: 2021-09-08
Test Results
Input Type: Measured
Tester's full name: Minoo Ahmadi
Date of test: 09/07/2021
Temperature: 25 C
Final Dial reading (F1): 65 mm
Ball Penetration (P1): 0 mm
Final Dial reading (F2): 65 mm
Ball Penetration (P2): 1 mm
Final Dial reading (F3): 63 mm
Ball Penetration (P3): 1 mm
Resilience 1: 35 %
Resilience 2: 36 %
Resilience 3: 38 %
Average Resilience: 36 %
Minutes Reaction: no data
General comments (publicly viewable) (Max 1000 characters): Per 2018 Standard Specifications
Test was verified on 9/8/2021 ✔