Summary for Test 2022-08-30-68-3
Test performed: ASTM D5329-16Project Information
Project Identifiers | Project ID: 993555 DEA: 061C4304 EFIS: 0621000166 |
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DIST-CO-RTE-PM | 06-MAD-41,99-9.2/11.7,0.0/1.5 |
Award Date | 04/07/2022 |
Closeout Date | 11/16/2023 |
Work Description | COLD PLANE AC, PLACE RHMA-G AND HMA (TYPE A). |
Location Description | MADERA COUNTY NEAR MADERA ON ROUTE 41 FROM 0.7 MILE SOUTH OF ROAD 209 TO 0.3 MILE NORTH OF ROAD 208 AND ON ROUTE 99 FROM MADERA COUNTY LINE TO 0.7 MILE SOUTH OF AVENUE 8 OVERCROSSING |
QA Service Level | 1 (Verified on 02/11/2022) |
Sample Information
Sample Taken Date | 08/30/2022 | Sample Unique Key | 68 |
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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 | 09/05/2022 |
Sample type | Department Acceptance | A brief description of the sample | ARB 64-16 |
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 Plant | Transportation Laboratory (TL) Number | 027858 |
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: 2022-08-30-68
DIME Test ID: 2022-08-30-68-3
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: 2022-09-15
Test Results
Input Type: Measured
Tester's full name: Karen Sawyer
Date of test: 09/13/2022
Temperature: 25 C
Final Dial reading (F1): 81 mm
Ball Penetration (P1): 5 mm
Final Dial reading (F2): 81 mm
Ball Penetration (P2): 6 mm
Final Dial reading (F3): 84 mm
Ball Penetration (P3): 6 mm
Resilience 1: 24 %
Resilience 2: 25 %
Resilience 3: 22 %
Average Resilience: 24 %
Minutes Reaction: no data
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 9/15/2022 ✔