Summary for Test 2023-10-04-40-3
Test performed: ASTM D5329-16Project Information
Project Identifiers | Project ID: 215336 DEA: 051G9804 EFIS: 0516000009 |
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DIST-CO-RTE-PM | 05-SLO-1-10.0/16.8 |
Award Date | 12/19/2022 |
Closeout Date | Not set |
Work Description | RHMA (GAP GRADED), RETAINING WALL, CURB RAMPS AND LIGHTING SYSTEMS. |
Location Description | SAN LUIS OBISPO COUNTY FROM GRACIA WAY AT OCEANO TO ROUTE 1/101 SEPARATION IN PISMO BEACH. |
QA Service Level | 1 (Verified on 11/18/2020) |
Sample Information
Sample Taken Date | 10/04/2023 | Sample Unique Key | 40 |
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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 | 10/11/2023 |
Sample type | Quality Assurance | A brief description of the sample | rubber |
The quantity of what the sample constitutes | 5 quart cans | From where was the sample collected | Source |
First name of sampler or witnessed by | Issac | Last name of sampler or witnessed by | Gleffe |
Title of sampler | Telephone number of sampler | ||
Laboratory sample identification | Linked DIME Sample ID | ||
The fabricator/manufacturer/facility name | Unknown | Transportation Laboratory (TL) Number | 231004A |
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 | 5 |
Sublot number | 7 | Asphalt Rubber Binder Mix Number |
Test Details
DIME Sample ID: 2023-10-04-40
DIME Test ID: 2023-10-04-40-3
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: 2023-10-12
Test Results
Input Type: Measured
Tester's full name: Raul Cardenas
Date of test: 10/12/2023
Temperature: 25 C
Final Dial reading (F1): 59 mm
Ball Penetration (P1): 4 mm
Final Dial reading (F2): 55 mm
Ball Penetration (P2): 3 mm
Final Dial reading (F3): 58 mm
Ball Penetration (P3): 4 mm
Resilience 1: 45 %
Resilience 2: 48 %
Resilience 3: 46 %
Average Resilience: 46 %
Minutes Reaction: no data
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 10/12/2023 ✔