Summary for Test 2017-12-22-6-1
Test performed: CTM 202-November 2011Project 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 | 12/22/2017 | Sample Unique Key | 6 |
|---|---|---|---|
| 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 | 12/22/2017 |
| Sample type | Quality Control | A brief description of the sample | RAP Sample |
| The quantity of what the sample constitutes | Unknown Quantity | From where was the sample collected | Source |
| First name of sampler or witnessed by | RAP First Name | Last name of sampler or witnessed by | RAP Last Name |
| Title of sampler | RAP Engineer | Telephone number of sampler | 7753550420 |
| Laboratory sample identification | RAP Sample ID | Linked DIME Sample ID | RAP DIME Sample ID |
| The fabricator/manufacturer/facility name | Mustang Facility Sparks NV | Transportation Laboratory (TL) Number | RAP TL Number |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | RAP TL Form | Structure unique identifier | Not set |
| Structure name | Not set |
Material Information
| Material Type | Reclaimed Asphalt Pavement | RAP Source | RAP Source ID |
|---|---|---|---|
| Aggregate Size | 3/4 | Aggregate Source | Mustang Facility Sparks NV |
| RAP Stockpile | Static | Stockpile Size (tons) | RAP Size |
| Reclaimed Asphalt Pavement Mix Number | Not set |
Test Details
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DIME Sample ID: 2017-12-22-6
DIME Test ID: 2017-12-22-6-1
Testing Lab: CT HQ - QAM Sacramento Field Laboratory
Test Method: CTM 202-November 2011: Method of Test for Sieve Analysis of Fine and Coarse Aggregates
Test Release Date: 2017-12-29
Test Results
What size aggregate is being tested?: Combined Gradation
Individual or cumulative mass retained on each sieve?: Individual Mass Retained
For Combined Gradation only, has the fine aggregate sample been reduced?: No
For Combined Gradation only, use #40 Sieve?: No
Input Type: Calculated
Tester's full name: Clinton Edmiston
Date of test: 12/22/2017
Cumulative percent passing the 3 in. sieve: 100 %
Cumulative percent passing the 2 1/2 in. sieve: 100 %
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: 99.6 %
Cumulative percent passing the 3/8 in. sieve: 94.3 %
Cumulative percent passing the #4 sieve: 66.3 %
Cumulative percent passing the #8 sieve: 46.6 %
Cumulative percent passing the #16 sieve: 35.2 %
Cumulative percent passing the #30 sieve: 27.1 %
Cumulative percent passing the #50 sieve: 20.3 %
Cumulative percent passing the #100 sieve: 14.4 %
Cumulative percent passing the #200 sieve: 10.3 %
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 12/22/2017 ✔