Summary for Test 2018-01-01-10-7
Test performed: AASHTO T30-15Project Information
| Project Identifiers | Project ID: 99999 DEA: 0322222 |
|---|---|
| DIST-CO-RTE-PM | 03-SAC,OMG-888,99,80-0.6-0.6 |
| Award Date | Not set |
| Closeout Date | Not set |
| Work Description | THIS PROJECT RECORD WAS ADDED FOR DIME TESTERS - DATA SUBMITTED FOR THIS PROJECT SHOULD NOT BE USED FOR ANY OTHER PURPOSES. |
| Location Description | THIS PROJECT RECORD WAS ADDED FOR DIME TESTERS - DATA SUBMITTED FOR THIS PROJECT SHOULD NOT BE USED FOR ANY OTHER PURPOSES. |
| QA Service Level | (Verified on 04/05/2013) |
Sample Information
| Sample Taken Date | 01/01/2018 | Sample Unique Key | 10 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 01/01/2018 | Sample type | Quality Control |
| A brief description of the sample | 3/8-inch RAP | The quantity of what the sample constitutes | JMF Verification |
| From where was the sample collected | Manufacturer | First name of sampler or witnessed by | a |
| Last name of sampler or witnessed by | a | Title of sampler | Unknown |
| Telephone number of sampler | Unknown | Laboratory sample identification | 3512 17-02-S1b |
| Linked DIME Sample ID | Unknown | The fabricator/manufacturer/facility name | SNC - Mustang Asphalt Plant |
| Transportation Laboratory (TL) Number | Unknown | Inspector Lot Number from the Transportation Laboratory (TL) Form | Unknown |
| Structure unique identifier | Not set | Structure name | Not set |
| Bid Item | Not set |
Material Information
| Material Type | Reclaimed Asphalt Pavement | RAP Source | Mustang Asphalt Plant |
|---|---|---|---|
| Aggregate Size | 3/8-inch | 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: 2018-01-01-10
DIME Test ID: 2018-01-01-10-7
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: 2018-01-16
Test Results
Input Type: Calculated
Tester's full name: Ward Jenkins
Date of test: 01/01/2018
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: 99.7 %
Cumulative percent passing the 3/8 in. sieve: 94.2 %
Cumulative percent passing the 1/4 in. sieve: 80.2 %
Cumulative percent passing the #4 sieve: 66.2 %
Cumulative percent passing the #8 sieve: 46.1 %
Cumulative percent passing the #16 sieve: 35.3 %
Cumulative percent passing the #30 sieve: 27 %
Cumulative percent passing the #50 sieve: 20.3 %
Cumulative percent passing the #100 sieve: 14.3 %
Cumulative percent passing the #200 sieve: 10.2 %
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 1/9/2018 ✔