Summary for Test 2022-08-18-77-3
Test performed: ASTM D5329-16Project Information
Project Identifiers | Project ID: 993572 DEA: 061C5004 EFIS: 0621000172 |
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DIST-CO-RTE-PM | 06-MAD-145-17.5/25.5 |
Award Date | 04/21/2022 |
Closeout Date | 04/24/2023 |
Work Description | RHMA AND HMA PAVING, MODIFY SIGNAL AND LIGHTING SYSTEMS. |
Location Description | MADERA COUNTY NEAR MADERA FROM 0.9 MILE SOUTH OF COTTONWOOD CREEK BRIDGE TO ROUTE 41 |
QA Service Level | 1 (Verified on 02/22/2022) |
Sample Information
Sample Taken Date | 08/18/2022 | Sample Unique Key | 77 |
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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 | 08/24/2022 |
Sample type | Acceptance | A brief description of the sample | PG64-16 ARB |
The quantity of what the sample constitutes | 1 CAN | From where was the sample collected | Source |
First name of sampler or witnessed by | G | Last name of sampler or witnessed by | Litt |
Title of sampler | Telephone number of sampler | ||
Laboratory sample identification | Linked DIME Sample ID | ||
The fabricator/manufacturer/facility name | vulcan madera | Transportation Laboratory (TL) Number | 039524 |
Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
Structure name |
Material Information
Material Type | Asphalt Rubber Binder | Asphalt modifier supplier | |
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Performance Grade | PG 64-16 | Lot number | |
Sublot number | Asphalt Rubber Binder Mix Number | Not set |
Test Details
DIME Sample ID: 2022-08-18-77
DIME Test ID: 2022-08-18-77-3
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: 2022-09-16
Test Results
Input Type: Measured
Tester's full name: Karen Sawyer
Date of test: 09/15/2022
Temperature: 25 C
Final Dial reading (F1): 85 mm
Ball Penetration (P1): 13 mm
Final Dial reading (F2): 85 mm
Ball Penetration (P2): 14 mm
Final Dial reading (F3): 85 mm
Ball Penetration (P3): 8 mm
Resilience 1: 28 %
Resilience 2: 29 %
Resilience 3: 23 %
Average Resilience: 27 %
Minutes Reaction: no data
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 9/16/2022 ✔