Summary for Test 2024-06-24-166-1
Test performed: AASHTO T30-19Project Information
| Project Identifiers | Project ID: 66669 DEA: JMF-DATA EFIS: JMF-DATA |
|---|---|
| DIST-CO-RTE-PM | 59--- |
| Award Date | Not set |
| Closeout Date | Not set |
| Work Description | Special project for storing JMF sample data |
| Location Description | Not set |
| QA Service Level | NOT VERIFIED |
Sample Information
| Sample Taken Date | 06/24/2024 | Sample Unique Key | 166 |
|---|---|---|---|
| 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 | 06/25/2024 |
| Sample type | Verification | A brief description of the sample | 1 bag of Combined RAP |
| The quantity of what the sample constitutes | JMF Verification | From where was the sample collected | Manufacturer |
| First name of sampler or witnessed by | Ward | Last name of sampler or witnessed by | Jenkins |
| Title of sampler | Not set | Telephone number of sampler | Not set |
| Laboratory sample identification | Not set | Linked DIME Sample ID | Not set |
| The fabricator/manufacturer/facility name | Knife River Construction — Orland Plant (Orland, CA) | Transportation Laboratory (TL) Number | Not set |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | Not set | |
| Structure name | Not set | Bid Item | Not set |
Material Information
| Material Type | Reclaimed Asphalt Pavement | RAP Source | Orland Plant |
|---|---|---|---|
| Aggregate Size | Not set | Aggregate Source | Not set |
| RAP Stockpile | Not set | Stockpile Size (tons) | Not set |
| Reclaimed Asphalt Pavement Mix Number | Not set |
Test Details
Test Details QR Code
Scan this code to open this Test Details view on another device.
Sample Details QR Code
Scan this code to open this Sample Details view on another device.
DIME Sample ID: 2024-06-24-166
DIME Test ID: 2024-06-24-166-1
Testing Lab: CT D02 - Redding Northern Regional Laboratory
Test Method: AASHTO T30-19: Standard Method of Test for Mechanical Analysis of Extracted Aggregate (Mechanical Analysis)
Test Release Date: 2025-04-22
Test Results
Does this test use 1/4 sieve?: No
Is an aggregate correction factor used?: No
Input Type: Calculated
Tester's full name: Josh Ferency
Date of test: 07/01/2024
| Cumulative Percent Passing | ||||||
|---|---|---|---|---|---|---|
| % | ||||||
| % | ||||||
| 100 % | ||||||
| 100 % | ||||||
| 93 % | ||||||
| 84 % | ||||||
| 52 % | ||||||
| 35 % | ||||||
| 26 % | ||||||
| 20 % | ||||||
| 14 % | ||||||
| 10 % | ||||||
| 7.1 % | ||||||
General comments (publicly viewable) (Max 1000 characters): Submitted from JMF - Ward Jenkins
Test was verified on 4/22/2025 ✔