Sample Record
Owner Lab
- CT HQ - QAM Sacramento Field Laboratory
DIME Sample ID 2017-12-22-8
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Project 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 | 8 |
|---|---|---|---|
| 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 |
JMF Information
| HMA Design ID | JMF3512-2017-11 | Date Created | 12/22/2017 |
|---|---|---|---|
| Submittal | JMF3511-186-2017-9 Submittal Authorized For Use| JMF3513-2018-8 |
Submitted Tests
| DIME Test ID | Test Method | Tester Name, Testing Lab | Date Tested | Submitted By | Verified? | Release Date | Test Comments | Actions |
|---|---|---|---|---|---|---|---|---|
| 2017-12-22-8-1 | THIS TEST HAS BEEN SUPERSEDED. AASHTO T30-15: Standard Method of Test for Mechanical Analysis of Extracted Aggregate (Mechanical Analysis) | Clinton Edmiston, CT HQ - QAM Sacramento Field Laboratory | 12/22/2017 | Clinton Edmiston | Yes | 12/29/2017 | THIS TEST HAS BEEN SUPERSEDED. | Info Info |
| 2017-12-22-8-2 | AASHTO T30-15: Standard Method of Test for Mechanical Analysis of Extracted Aggregate (Mechanical Analysis) | Clinton Edmiston, CT HQ - QAM Sacramento Field Laboratory | 12/22/2017 | Clinton Edmiston | Yes | 12/29/2017 | ||
| 2017-12-22-8-3 | THIS TEST HAS BEEN SUPERSEDED. AASHTO T30-15: Standard Method of Test for Mechanical Analysis of Extracted Aggregate (Mechanical Analysis) | Clinton Edmiston, CT HQ - QAM Sacramento Field Laboratory | 12/22/2017 | Clinton Edmiston | Yes | 12/29/2017 | THIS TEST HAS BEEN SUPERSEDED. | Info Info |
| 2017-12-22-8-4 | AASHTO T164-14: Standard Method of Test for Quantitative Extraction of Asphalt Binder from Hot Mix Asphalt (HMA) (Asphalt Binder Content) | Clinton Edmiston, CT HQ - QAM Sacramento Field Laboratory | 12/22/2017 | Clinton Edmiston | Yes | 12/29/2017 | ||
| 2017-12-22-8-5 | AASHTO T164-14: Standard Method of Test for Quantitative Extraction of Asphalt Binder from Hot Mix Asphalt (HMA) (Asphalt Binder Content) | Clinton Edmiston, CT HQ - QAM Sacramento Field Laboratory | 12/22/2017 | Clinton Edmiston | Yes | 12/29/2017 | ||
| 2017-12-22-8-6 | AASHTO T164-14: Standard Method of Test for Quantitative Extraction of Asphalt Binder from Hot Mix Asphalt (HMA) (Asphalt Binder Content) | Clinton Edmiston, CT HQ - QAM Sacramento Field Laboratory | 12/22/2017 | Clinton Edmiston | Yes | 12/29/2017 | ||
| 2017-12-22-8-7 | AASHTO T209-12: Standard Method of Test for Theoretical Maximum Specific Gravity (Gmm) and Density of Asphalt Mixtures (Maximum Specific Gravity) | Clinton Edmiston, CT HQ - QAM Sacramento Field Laboratory | 12/22/2017 | Clinton Edmiston | Yes | 12/29/2017 | ||
| 2017-12-22-8-8 | THIS TEST HAS BEEN SUPERSEDED. AASHTO T30-15: Standard Method of Test for Mechanical Analysis of Extracted Aggregate (Mechanical Analysis) | Clinton Edmiston, CT HQ - QAM Sacramento Field Laboratory | 12/22/2017 | Clinton Edmiston | Yes | 12/29/2017 | THIS TEST HAS BEEN SUPERSEDED. | Info Info |
| 2017-12-22-8-9 | AASHTO T30-15: Standard Method of Test for Mechanical Analysis of Extracted Aggregate (Mechanical Analysis) | Clinton Edmiston, CT HQ - QAM Sacramento Field Laboratory | 12/22/2017 | Clinton Edmiston | Yes | 12/29/2017 | ||
| 2017-12-22-8-10 | AASHTO T30-15: Standard Method of Test for Mechanical Analysis of Extracted Aggregate (Mechanical Analysis) | Clinton Edmiston, CT HQ - QAM Sacramento Field Laboratory | 12/22/2017 | Clinton Edmiston | Yes | 12/29/2017 |
Sample File Attachments
| File Name | Extension | Date Uploaded | Actions |
|---|---|---|---|
| No results found. | |||
Test File Attachments
DIME Test ID: 2017-12-22-8-1 AASHTO T30-15
DIME Test ID: 2017-12-22-8-2 AASHTO T30-15 (Verified)
DIME Test ID: 2017-12-22-8-3 AASHTO T30-15
DIME Test ID: 2017-12-22-8-4 AASHTO T164-14 (Verified)
DIME Test ID: 2017-12-22-8-5 AASHTO T164-14 (Verified)
DIME Test ID: 2017-12-22-8-6 AASHTO T164-14 (Verified)
DIME Test ID: 2017-12-22-8-7 AASHTO T209-12 (Verified)
DIME Test ID: 2017-12-22-8-8 AASHTO T30-15
DIME Test ID: 2017-12-22-8-9 AASHTO T30-15 (Verified)
DIME Test ID: 2017-12-22-8-10 AASHTO T30-15 (Verified)
DIME Test ID: 2017-12-22-8-11 AASHTO T308-10 (Verified)
DIME Test ID: 2017-12-22-8-12 AASHTO T308-10 (Verified)
DIME Test ID: 2017-12-22-8-13 AASHTO T308-10 (Verified)
DIME Test ID: 2017-12-22-8-14 AASHTO T30-15 (Verified)
DIME Test ID: 2017-12-22-8-15 AASHTO T30-15 (Verified)
DIME Test ID: 2017-12-22-8-16 AASHTO T30-15 (Verified)