Sample Record
DIME Sample ID 2018-10-02-8
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Project Information
| Project Identifiers | Project ID: 212680 DEA: 024F5504 EFIS: 0213000005 |
|---|---|
| DIST-CO-RTE-PM | 02-SIS-89-20.9 - 21.2 |
| Award Date | 11/14/2017 |
| Closeout Date | 05/15/2019 |
| Work Description | BRIDGE REPLACEMENT WITH PRE-CAST I-GIRDER AND RECONSTRUCT HIGHWAY |
| Location Description | SISKIYOU COUNTY NEAR MCCLOUD FROM 0.2 MILE SOUTH TO 0.2 MILE NORTH OF MUD CREEK BRIDGE |
| QA Service Level | 1 (Verified on 02/12/2018) |
Owner Lab
- CT D02 - Redding Northern Regional Laboratory
Sample Information
| Sample Taken Date | 10/02/2018 | Sample Unique Key | 8 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 10/02/2018 | Sample type | Verification |
| A brief description of the sample | PSE, 3/4 Cold feed and rap | The quantity of what the sample constitutes | PSE, 3 bags |
| From where was the sample collected | Manufacturer | First name of sampler or witnessed by | Michael |
| Last name of sampler or witnessed by | Allegretto | Title of sampler | PEI |
| Telephone number of sampler | Unknown | Laboratory sample identification | D77676 |
| Linked DIME Sample ID | Unknown | The fabricator/manufacturer/facility name | Tullis, Northstate Asphalt, Redding, CA |
| Transportation Laboratory (TL) Number | T101 C002146 | Inspector Lot Number from the Transportation Laboratory (TL) Form | T101 C002146 |
| 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) | 91-45-0057 |
|---|---|---|---|
| The fabricator's/manufacturer's product name for the sample | PSE 3/4 cold feed and rap | The fabricator/manufacturer designation for the sample | Unknown |
| The plant number | Unknown | A detailed description of where the material sample was collected | 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 | JMF 17-05-R1 | 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 |
|---|---|---|---|---|---|---|---|---|---|
| 2018-10-02-8-1 | AASHTO T209-12: Standard Method of Test for Theoretical Maximum Specific Gravity (Gmm) and Density of Asphalt Mixtures (Maximum Specific Gravity) | Terry McCormick, CT D02 - Redding Northern Regional Laboratory | 10/05/2018 | No | PSE, rap rice | ||||
| 2018-10-02-8-2 | AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis) | Terry McCormick, CT D02 - Redding Northern Regional Laboratory | 10/05/2018 | No | PSE, 3/4 Cold feed | ||||
| 2018-10-02-8-3 | AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis) | Terry McCormick, CT D02 - Redding Northern Regional Laboratory | 10/10/2018 | No | PSE, rap extraction grading |
Sample File Attachments
| File Name | Extension | Date Uploaded | Actions |
|---|---|---|---|
| No results found. | |||
Test File Attachments
DIME Test ID: 2018-10-02-8-1 AASHTO T209-12
DIME Test ID: 2018-10-02-8-2 AASHTO T27-14
DIME Test ID: 2018-10-02-8-3 AASHTO T27-14