Summary for Test 2022-02-01-35-2
Test performed: AASHTO T30-19Project Information
| Project Identifiers | Project ID: 66667 DEA: JMFPP EFIS: 0019000043 |
|---|---|
| DIST-CO-RTE-PM | 59--- |
| Award Date | Not set |
| Closeout Date | Not set |
| Work Description | Special project for submitting Sample information for JMF Prequalification Program. |
| Location Description | Not set |
| QA Service Level | NOT VERIFIED |
Sample Information
| Sample Taken Date | 02/01/2022 | Sample Unique Key | 35 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 02/01/2022 | Sample type | Aggregate Prequalification Program |
| A brief description of the sample | coarse rap | The quantity of what the sample constitutes | 1 bag of coarse rap |
| From where was the sample collected | Manufacturer | First name of sampler or witnessed by | Drake |
| Last name of sampler or witnessed by | Gustafson | Title of sampler | |
| Telephone number of sampler | Laboratory sample identification | ||
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | RJ Noble Orange | |
| Transportation Laboratory (TL) Number | Inspector Lot Number from the Transportation Laboratory (TL) Form | ||
| Structure unique identifier | Structure name | ||
| Bid Item | Not set |
Material Information
| Material Type | Reclaimed Asphalt Pavement | RAP Source | Manufacturer |
|---|---|---|---|
| Aggregate Size | Aggregate Source | ||
| RAP Stockpile | Stockpile Size (tons) | ||
| Reclaimed Asphalt Pavement Mix Number | Not set |
Test Details
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DIME Sample ID: 2022-02-01-35
DIME Test ID: 2022-02-01-35-2
Testing Lab: RJ Noble Company
Test Method: AASHTO T30-19: Standard Method of Test for Mechanical Analysis of Extracted Aggregate (Mechanical Analysis)
Test Release Date: 2022-02-18
Test Results
Does this test use 1/4 sieve?: No
Is an aggregate correction factor used?: No
Input Type: Calculated
Tester's full name: Drake Gustafson
Date of test: 02/17/2022
| Cumulative Percent Passing | ||||||
|---|---|---|---|---|---|---|
| 100 % | ||||||
| 100 % | ||||||
| 100 % | ||||||
| 100 % | ||||||
| 77.8 % | ||||||
| 39.2 % | ||||||
| 16.4 % | ||||||
| 13.1 % | ||||||
| 10.8 % | ||||||
| 8.9 % | ||||||
| 6.7 % | ||||||
| 5.1 % | ||||||
| 3.8 % | ||||||
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 2/18/2022 ✔