Summary for Test 2023-10-17-35-3
Test performed: ASTM D5329-16Project Information
Project Identifiers | Project ID: 994534 DEA: 010H1604 EFIS: 0117000117 |
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DIST-CO-RTE-PM | 01-MEN-101-R33.7/R43.2 |
Award Date | 05/04/2023 |
Closeout Date | Not set |
Work Description | REPLACE AC SURFACING, PLACE HMA-A, RHMA-G & CONCRETE BARRIER. |
Location Description | MENDOCINO COUNTY NEAR WILLITS FROM 1.1 MILES NORTH OF WEST ROAD OVERCROSSING TO 0.6 MILE SOUTH OF HAEHL CREEK BRIDGE |
QA Service Level | 1 (Verified on 04/25/2023) |
Sample Information
Sample Taken Date | 10/17/2023 | Sample Unique Key | 35 |
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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 | 10/24/2023 |
Sample type | Department Acceptance | A brief description of the sample | 64-16 RUBBER |
The quantity of what the sample constitutes | I CAN OF RUBBER | From where was the sample collected | Source |
First name of sampler or witnessed by | R | Last name of sampler or witnessed by | MELVIN |
Title of sampler | CONSULTANT | Telephone number of sampler | |
Laboratory sample identification | Linked DIME Sample ID | ||
The fabricator/manufacturer/facility name | Valero - Benicia | 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 | |
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Performance Grade | PG 64-16 | Lot number | |
Sublot number | Asphalt Rubber Binder Mix Number |
Test Details
DIME Sample ID: 2023-10-17-35
DIME Test ID: 2023-10-17-35-3
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: 2023-10-27
Test Results
Input Type: Measured
Tester's full name: Karen Sawyer
Date of test: 10/25/2023
Temperature: 25 C
Final Dial reading (F1): 61 mm
Ball Penetration (P1): 0 mm
Final Dial reading (F2): 60 mm
Ball Penetration (P2): 0 mm
Final Dial reading (F3): 60 mm
Ball Penetration (P3): 0 mm
Resilience 1: 39 %
Resilience 2: 40 %
Resilience 3: 40 %
Average Resilience: 40 %
Minutes Reaction: no data
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 10/27/2023 ✔