Sample Record
Owner Lab
- CT D02 - Redding Northern Regional Laboratory
DIME Sample ID 2018-07-11-7
Project Information
| Project Identifiers | Project ID: 212497 DEA: 024E0204 EFIS: 0200020196 |
|---|---|
| DIST-CO-RTE-PM | 02-SHA-299-77.8/79.7 |
| Award Date | 02/01/2018 |
| Closeout Date | 08/14/2019 |
| Work Description | PULVERIZE AND RECONSTRUCT PAVEMENT, AND WIDEN WITH AB, HMA, & RHMA |
| Location Description | SHASTA COUNTY NEAR BURNEY FROM 0.2 MILE WEST OF SONOMA STREET TO 0.3 MILE WEST OF ROUTE 89 |
| QA Service Level | 1 (Verified on 06/06/2017) |
Sample Information
| Sample Taken Date | 07/11/2018 | Sample Unique Key | 7 |
|---|---|---|---|
| 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 | 07/12/2018 |
| Sample type | Department Acceptance | A brief description of the sample | JMF 3/4 virgin aggregate 4 bins |
| The quantity of what the sample constitutes | JMF 10 bags | From where was the sample collected | Manufacturer |
| First name of sampler or witnessed by | Ashton | Last name of sampler or witnessed by | Williams |
| Title of sampler | CGI | Telephone number of sampler | Unknown |
| Laboratory sample identification | D77535 | Linked DIME Sample ID | Unknown |
| The fabricator/manufacturer/facility name | Hat Creek - Shaw Pit Facility | Transportation Laboratory (TL) Number | T101 C736695 |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | T101 C736695 | Structure unique identifier | Not set |
| Structure name | Not set | Bid Item | Not set |
Material Information
| Material Type | Aggregate | Source Identification (SMARA, name of Pit or Job Site) | 91-25-0008::SHAW PIT |
|---|---|---|---|
| The fabricator's/manufacturer's product name for the sample | Virgin aggregate 4 bins | The fabricator/manufacturer designation for the sample | Unknown |
| The plant number | Unknown | A detailed description of where the material sample was collected | Stockpile @ Plant |
| Where the material sample would have been placed if not sampled | Unknown | Primary Aggregate Nominal Size | 3/4 inch |
| The concrete mix design number | Unknown | Lot number | Not set |
| Sublot number | Not set | Aggregate Mix Number | Not set |
| HMA Pay | No |
Submitted Tests
| DIME Test ID | Test Method | Tester Name, Testing Lab | Date Tested | Date Added | Verified? | Release Date | Test Comments | Privacy Level | Actions |
|---|---|---|---|---|---|---|---|---|---|
| 2018-07-11-7-11 | AASHTO T210-15: Standard Method of Test for Aggregate Durability Index (Durability Index) | Terry McCormick, CT D02 - Redding Northern Regional Laboratory | 07/21/2018 | No | JMF 3/4 virgin aggregate quality test | ||||
| 2018-07-11-7-12 | AASHTO T335-09r13: Standard Method of Test for Determining the Percentage of Fracture in Coarse Aggregate (Percent of Crushed Particles) | Terry McCormick, CT D02 - Redding Northern Regional Laboratory | 07/23/2018 | No | JMF 3/4 virgin aggregate quality test | ||||
| 2018-07-11-7-13 | ASTM D4791-10: Standard Test Method for Flat Particles, Elongated Particles, or Flat and Elongated Particles in Coarse Aggregate (Withdrawn 2019) (Flat and Elongated Particles) | Terry McCormick, CT D02 - Redding Northern Regional Laboratory | 07/20/2018 | No | JMF 3/4 virgin aggregate quality test |
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Sample File Attachments
| File Name | Extension | Date Uploaded | Actions |
|---|---|---|---|
| No results found. | |||
Test File Attachments
DIME Test ID: 2018-07-11-7-1 AASHTO T27-14
DIME Test ID: 2018-07-11-7-2 AASHTO T27-14
DIME Test ID: 2018-07-11-7-3 AASHTO T27-14
DIME Test ID: 2018-07-11-7-4 AASHTO T27-14
DIME Test ID: 2018-07-11-7-5 AASHTO T96-02r10
DIME Test ID: 2018-07-11-7-6 AASHTO T176-08
DIME Test ID: 2018-07-11-7-7 AASHTO T85-13
DIME Test ID: 2018-07-11-7-8 AASHTO T84-14
DIME Test ID: 2018-07-11-7-9 AASHTO T304-11
DIME Test ID: 2018-07-11-7-10 CTM 204-June 2010
DIME Test ID: 2018-07-11-7-11 AASHTO T210-15
DIME Test ID: 2018-07-11-7-12 AASHTO T335-09r13
DIME Test ID: 2018-07-11-7-13 ASTM D4791-10
