Summary for Test 2021-09-08-37-3
Test performed: ASTM D5329-16Project Information
Project Identifiers | Project ID: 213856 DEA: 112888U4 EFIS: 1118000199 |
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DIST-CO-RTE-PM | 11-SD-11,125,905-Various |
Award Date | Not set |
Closeout Date | Not set |
Work Description | CONSTRUCT FREEWAY TO FREEWAY CONNECTORS AND 4-LANE HIGHWAY FACILITY |
Location Description | SAN DIEGO COUNTY AT VARIOUS LOCATIONS |
QA Service Level | 1 (Verified on 07/19/2019) |
Sample Information
Sample Taken Date | 09/08/2021 | Sample Unique Key | 37 |
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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 | 10/14/2021 |
Sample type | Acceptance | A brief description of the sample | Asphalt Rubber Binder |
The quantity of what the sample constitutes | 1 Quart Can | From where was the sample collected | Supplier |
First name of sampler or witnessed by | D | Last name of sampler or witnessed by | Carrera |
Title of sampler | Telephone number of sampler | ||
Laboratory sample identification | Linked DIME Sample ID | ||
The fabricator/manufacturer/facility name | Vulcan Otay | Transportation Laboratory (TL) Number | C963258 |
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: 2021-09-08-37
DIME Test ID: 2021-09-08-37-3
Testing Lab: CT D08 - Fontana Southern Regional 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: 2021-10-25
Test Results
Input Type: Calculated
Tester's full name: Sm Ali
Date of test: 10/23/2021
Temperature: 25 C
Final Dial reading (F1): 72 mm
Ball Penetration (P1): 1 mm
Final Dial reading (F2): 71 mm
Ball Penetration (P2): 1 mm
Final Dial reading (F3): 69 mm
Ball Penetration (P3): 0 mm
Resilience 1: 29 %
Resilience 2: 30 %
Resilience 3: 31 %
Average Resilience: 30 %
Minutes Reaction: no data
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 10/25/2021 ✔