Summary for Test 2023-07-31-65-3
Test performed: ASTM D5329-16Project Information
Project Identifiers | Project ID: 995048 DEA: 061E5604 EFIS: 0622000066 |
---|---|
DIST-CO-RTE-PM | 06-FRE-198-21.2/22.7 |
Award Date | 01/05/2023 |
Closeout Date | 11/16/2023 |
Work Description | Cold plane existing asphalt pavement and place RHMA. |
Location Description | Not set |
QA Service Level | 1 (Verified on 08/04/2023) |
Sample Information
Sample Taken Date | 07/31/2023 | Sample Unique Key | 65 |
---|---|---|---|
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 | 08/09/2023 |
Sample type | Department Acceptance | A brief description of the sample | 1 can PG 64-16 |
The quantity of what the sample constitutes | 1 | From where was the sample collected | Source |
First name of sampler or witnessed by | A | Last name of sampler or witnessed by | Mills |
Title of sampler | Telephone number of sampler | ||
Laboratory sample identification | Linked DIME Sample ID | ||
The fabricator/manufacturer/facility name | San Joaquin Refining Co Inc | Transportation Laboratory (TL) Number | 027221 |
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 | 2 |
Sublot number | 1 | Asphalt Rubber Binder Mix Number |
Test Details
DIME Sample ID: 2023-07-31-65
DIME Test ID: 2023-07-31-65-3
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: 2023-08-17
Test Results
Input Type: Measured
Tester's full name: Karen Sawyer
Date of test: 08/16/2023
Temperature: 25 C
Final Dial reading (F1): 73 mm
Ball Penetration (P1): 2 mm
Final Dial reading (F2): 76 mm
Ball Penetration (P2): 3 mm
Final Dial reading (F3): 77 mm
Ball Penetration (P3): 4 mm
Resilience 1: 29 %
Resilience 2: 27 %
Resilience 3: 27 %
Average Resilience: 28 %
Minutes Reaction: no data
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 8/17/2023 ✔