Summary for Test 2021-08-06-22-3
Test performed: ASTM D5329-16Project Information
Project Identifiers | Project ID: 214921 DEA: 09367404 EFIS: 0916000025 |
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DIST-CO-RTE-PM | 09-KER-14-R4.7/R12.6 |
Award Date | Not set |
Closeout Date | 01/23/2023 |
Work Description | CONSTRUCT CRCP OVER EXISTING PAVEMENT AND PLACE HMA. |
Location Description | KERN COUNTY AT AND NEAR ROSAMOND AND MOJAVE FROM 1.4 MILES SOUTH OF DAWN ROAD OVERCROSSING TO 0.5 MILE NORTH OF SILVER QUEEN ROAD OVERCROSSING |
QA Service Level | 1 (Verified on 11/06/2020) |
Sample Information
Sample Taken Date | 08/06/2021 | Sample Unique Key | 22 |
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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 | 08/09/2021 |
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 | Lokliam | Last name of sampler or witnessed by | Lucas |
Title of sampler | Telephone number of sampler | ||
Laboratory sample identification | Linked DIME Sample ID | ||
The fabricator/manufacturer/facility name | Granite-Big Rock | 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: 2021-08-06-22
DIME Test ID: 2021-08-06-22-3
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: 2021-08-15
Test Results
Input Type: Calculated
Tester's full name: DavidR Valenzuela
Date of test: 08/12/2021
Temperature: 25 C
Final Dial reading (F1): 81 mm
Ball Penetration (P1): 5 mm
Final Dial reading (F2): 77 mm
Ball Penetration (P2): 1 mm
Final Dial reading (F3): 80 mm
Ball Penetration (P3): 2 mm
Resilience 1: 24 %
Resilience 2: 24 %
Resilience 3: 22 %
Average Resilience: 23 %
Minutes Reaction: no data
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 8/15/2021 ✔