Summary for Test 2022-08-18-80-5
Test performed: ASTM D5329-16Project Information
Project Identifiers | Project ID: 993387 DEA: 07323404 EFIS: 0716000064 |
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DIST-CO-RTE-PM | 07-LA-5-R59.5/R67.9 |
Award Date | Not set |
Closeout Date | Not set |
Work Description | PLACE CULVERT, REPLACE DRAINAGE SYSTEM, RECONST ROADWAY & EMBANKMENT. |
Location Description | LOS ANGELES COUNTY AT VARIOUS LOCATIONS FROM LAKE HUGHES ROAD UNDERCROSSING TO 1.9 MILES NORTH OF TEMPLIN HIGHWAY UNDERCROSSING |
QA Service Level | 1 (Verified on 12/06/2021) |
Sample Information
Sample Taken Date | 08/18/2022 | Sample Unique Key | 80 |
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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 | 08/30/2022 |
Sample type | Verification | 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 | Vulcan QC | Last name of sampler or witnessed by | Vulcan QC |
Title of sampler | Telephone number of sampler | ||
Laboratory sample identification | 0599-22 | Linked DIME Sample ID | |
The fabricator/manufacturer/facility name | Vulcan-Sun Valley #3 | 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: 2022-08-18-80
DIME Test ID: 2022-08-18-80-5
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: 2022-10-12
Test Results
Input Type: Calculated
Tester's full name: Sm Ali
Date of test: 09/01/2022
Temperature: 25 C
Final Dial reading (F1): 73 mm
Ball Penetration (P1): 1 mm
Final Dial reading (F2): 74 mm
Ball Penetration (P2): 0 mm
Final Dial reading (F3): 74 mm
Ball Penetration (P3): 1 mm
Resilience 1: 28 %
Resilience 2: 26 %
Resilience 3: 26 %
Average Resilience: 27 %
Minutes Reaction: no data
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 10/12/2022 ✔