Summary for Test 2019-11-19-13-1
Test performed: AASHTO T30-15Project 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 | 11/19/2019 | Sample Unique Key | 13 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 11/22/2019 | Sample type | Verification |
| A brief description of the sample | RAP | The quantity of what the sample constitutes | JMF Prequalification |
| From where was the sample collected | Manufacturer | First name of sampler or witnessed by | Nick |
| Last name of sampler or witnessed by | Hall | Title of sampler | |
| Telephone number of sampler | Laboratory sample identification | 19-277 | |
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | SYAR Lake Herman Drum | |
| Transportation Laboratory (TL) Number | C911407 | 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 | Lake Herman Quarry |
|---|---|---|---|
| Aggregate Size | 0.375 in Minus | Aggregate Source | Unknown |
| RAP Stockpile | Static | Stockpile Size (tons) | 2500 |
| Reclaimed Asphalt Pavement Mix Number | Not set |
Test Details
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DIME Sample ID: 2019-11-19-13
DIME Test ID: 2019-11-19-13-1
Testing Lab: CT D01 - District 1 Materials Laboratory
Test Method: AASHTO T30-15: Standard Method of Test for Mechanical Analysis of Extracted Aggregate (Mechanical Analysis)
Test Release Date: 2019-12-11
Test Results
Input Type: Calculated
Tester's full name: Leif Ayres
Date of test: 12/11/2019
Cumulative percent passing the 2 in. sieve: no data
Cumulative percent passing the 1 1/2 in. sieve: 100 %
Cumulative percent passing the 1 in. sieve: 100 %
Cumulative percent passing the 3/4 in. sieve: 100 %
Cumulative percent passing the 1/2 in. sieve: 100 %
Cumulative percent passing the 3/8 in. sieve: 99.8 %
Cumulative percent passing the 1/4 in. sieve: 79.6 %
Cumulative percent passing the #4 sieve: 79.6 %
Cumulative percent passing the #8 sieve: 56.8 %
Cumulative percent passing the #16 sieve: 40.8 %
Cumulative percent passing the #30 sieve: 30.7 %
Cumulative percent passing the #50 sieve: 21.8 %
Cumulative percent passing the #100 sieve: 14.3 %
Cumulative percent passing the #200 sieve: 10.1 %
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 12/11/2019 ✔