Summary for Test 2023-07-11-38-3
Test performed: ASTM D5329-16Project Information
Project Identifiers | Project ID: 994986 DEA: 023J7204 EFIS: 0222000077 |
---|---|
DIST-CO-RTE-PM | 02-MOD-299-1.7/14.7 |
Award Date | 02/13/2023 |
Closeout Date | 10/06/2023 |
Work Description | Adin to Summit AR Chip |
Location Description | Not set |
QA Service Level | 1 (Verified on 10/06/2023) |
Sample Information
Sample Taken Date | 07/11/2023 | Sample Unique Key | 38 |
---|---|---|---|
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 | 07/19/2023 |
Sample type | Verification | A brief description of the sample | Asphalt Rubber Binder |
The quantity of what the sample constitutes | 1 gallon can | From where was the sample collected | Job Site |
First name of sampler or witnessed by | Kyle | Last name of sampler or witnessed by | Higgens |
Title of sampler | Telephone number of sampler | ||
Laboratory sample identification | Linked DIME Sample ID | ||
The fabricator/manufacturer/facility name | American Payment Systems | Transportation Laboratory (TL) Number | 898197 |
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 58-22 | Lot number | |
Sublot number | Asphalt Rubber Binder Mix Number |
Test Details
DIME Sample ID: 2023-07-11-38
DIME Test ID: 2023-07-11-38-3
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: 2023-07-31
Test Results
Input Type: Measured
Tester's full name: Karen Sawyer
Date of test: 07/30/2023
Temperature: 25 C
Final Dial reading (F1): 64 mm
Ball Penetration (P1): 3 mm
Final Dial reading (F2): 65 mm
Ball Penetration (P2): 5 mm
Final Dial reading (F3): 66 mm
Ball Penetration (P3): 2 mm
Resilience 1: 39 %
Resilience 2: 40 %
Resilience 3: 36 %
Average Resilience: 38 %
Minutes Reaction: no data
General comments (publicly viewable) (Max 1000 characters): JOINTS
Test was verified on 7/31/2023 ✔