Summary for Test 2019-08-16-18-3
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 | 08/16/2019 | Sample Unique Key | 18 |
|---|---|---|---|
| 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 | 08/23/2019 |
| Sample type | Verification | A brief description of the sample | Aggregate, Loose Mix, Asphalt, LAS, RAP |
| The quantity of what the sample constitutes | One JMF Verification | From where was the sample collected | Source |
| First name of sampler or witnessed by | Tom | Last name of sampler or witnessed by | Chromwell |
| Title of sampler | MNS Consultant | Telephone number of sampler | |
| Laboratory sample identification | Linked DIME Sample ID | ||
| The fabricator/manufacturer/facility name | Papich Paso Robles | 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 | Papich Paso Robles |
|---|---|---|---|
| Aggregate Size | 1/2 | Aggregate Source | Unknown |
| RAP Stockpile | Static | Stockpile Size (tons) | Unknown |
| Reclaimed Asphalt Pavement Mix Number | Not set |
Test Details
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DIME Sample ID: 2019-08-16-18
DIME Test ID: 2019-08-16-18-3
Testing Lab: CT D05 - San Luis Obispo District Laboratory
Test Method: AASHTO T30-15: Standard Method of Test for Mechanical Analysis of Extracted Aggregate (Mechanical Analysis)
Test Release Date: 2019-09-26
Test Results
Input Type: Calculated
Tester's full name: Daniel Gingras
Date of test: 09/17/2019
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: 99.7 %
Cumulative percent passing the 3/8 in. sieve: 89.9 %
Cumulative percent passing the 1/4 in. sieve: no data
Cumulative percent passing the #4 sieve: 60.8 %
Cumulative percent passing the #8 sieve: 41.6 %
Cumulative percent passing the #16 sieve: 29.5 %
Cumulative percent passing the #30 sieve: 21.1 %
Cumulative percent passing the #50 sieve: 15.3 %
Cumulative percent passing the #100 sieve: 10.3 %
Cumulative percent passing the #200 sieve: 6.7 %
General comments (publicly viewable) (Max 1000 characters): These are corrected, versus uncorrected to illustrate the difference.
Test was verified on 9/26/2019 ✔