Summary for Test 2022-11-22-35-3
Test performed: ASTM D5329-16Project Information
Project Identifiers | Project ID: 993649 DEA: 081M0304 EFIS: 0821000062 |
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DIST-CO-RTE-PM | 08-RIV-177-0.0/27.0 |
Award Date | 05/23/2022 |
Closeout Date | 03/27/2023 |
Work Description | PLACE RUBBERIZED HMA, TRAFFIC STRIPING & COLD PLANE ASPHALT CONCRETE. |
Location Description | RIVERSIDE COUNTY NEAR DESERT CENTER FROM ROUTE 10/177 SEPARATION TO ROUTE 62 |
QA Service Level | 1 (Verified on 07/27/2022) |
Sample Information
Sample Taken Date | 11/22/2022 | Sample Unique Key | 35 |
---|---|---|---|
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 | 11/29/2022 |
Sample type | Department Acceptance | 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 | Martin Marietta QC | Last name of sampler or witnessed by | Martin Marietta QC |
Title of sampler | Telephone number of sampler | ||
Laboratory sample identification | 0759-22 | Linked DIME Sample ID | |
The fabricator/manufacturer/facility name | Martin Marietta -Coachella | 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 |
Test Details
DIME Sample ID: 2022-11-22-35
DIME Test ID: 2022-11-22-35-3
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: 2022-12-12
Test Results
Input Type: Calculated
Tester's full name: Sm Ali
Date of test: 12/06/2022
Temperature: 25 C
Final Dial reading (F1): 67 mm
Ball Penetration (P1): 1 mm
Final Dial reading (F2): 67 mm
Ball Penetration (P2): 0 mm
Final Dial reading (F3): 68 mm
Ball Penetration (P3): 1 mm
Resilience 1: 34 %
Resilience 2: 33 %
Resilience 3: 33 %
Average Resilience: 33 %
Minutes Reaction: no data
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 12/12/2022 ✔