Summary for Test 2022-02-01-35-3
Test performed: AASHTO T209-12Project 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 |
|---|---|---|---|
| Will the laboratory/organization for which you are a member perform testing on this material sample? | No | 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 |
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: 2022-02-01-35-3
Testing Lab: RJ Noble Company
Test Method: AASHTO T209-12: Standard Method of Test for Theoretical Maximum Specific Gravity (Gmm) and Density of Asphalt Mixtures (Maximum Specific Gravity)
Test Release Date: 2022-02-18
Test Results
Number of tests: 3
What is the unit of measurement for theoretical density?: US Units
Mass Determination: Water
Input Type: Calculated
Tester's full name: Drake Gustafson
Date of test: 02/17/2022
Specific Gravity for Sample 1: 2.562
Specific Gravity for Sample 2: 2.559
Specific Gravity for Sample 3: 2.560
Average Specific Gravity: 2.560
Theoretical maximum density at 25°C (77°F): no data
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 2/18/2022 ✔