Summary for Test 2019-04-01-35-2
Test performed: AASHTO T30-15Project Information
| Project Identifiers | DEA: No Project |
|---|---|
| DIST-CO-RTE-PM | --- |
| Award Date | Not set |
| Closeout Date | 11/01/2022 |
| Work Description | Special project identifier for material not associated with a project |
| Location Description | Not set |
| QA Service Level | NOT VERIFIED |
Sample Information
| Sample Taken Date | 04/01/2019 | Sample Unique Key | 35 |
|---|---|---|---|
| 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 | 04/01/2019 |
| Sample type | Quality Control | A brief description of the sample | -3/8 inch RAP |
| The quantity of what the sample constitutes | Mix Design | From where was the sample collected | Source |
| First name of sampler or witnessed by | CGI | Last name of sampler or witnessed by | CGI |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | Linked DIME Sample ID | ||
| The fabricator/manufacturer/facility name | Shaw Pit Facility | 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 | Shaw Pit Facility |
|---|---|---|---|
| Aggregate Size | 3/8-inch | Aggregate Source | Unknown |
| RAP Stockpile | Stockpile Size (tons) | Unknown | |
| Reclaimed Asphalt Pavement Mix Number | Not set |
Test Details
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DIME Sample ID: 2019-04-01-35
DIME Test ID: 2019-04-01-35-2
Testing Lab: CT D02 - Redding Northern Regional Laboratory
Test Method: AASHTO T30-15: Standard Method of Test for Mechanical Analysis of Extracted Aggregate (Mechanical Analysis)
Test Release Date: 2019-05-08
Test Results
Input Type: Calculated
Tester's full name: CGI
Date of test: 04/01/2019
Cumulative percent passing the 2 in. sieve: 100 %
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 %
Cumulative percent passing the 1/4 in. sieve: 85.5 %
Cumulative percent passing the #4 sieve: 72 %
Cumulative percent passing the #8 sieve: 49 %
Cumulative percent passing the #16 sieve: 33 %
Cumulative percent passing the #30 sieve: 23 %
Cumulative percent passing the #50 sieve: 16 %
Cumulative percent passing the #100 sieve: 13 %
Cumulative percent passing the #200 sieve: 9.4 %
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 5/8/2019 ✔