Sample Record
Owner Lab
- CT D02 - Redding Northern Regional Laboratory
DIME Sample ID 2018-10-05-8
Project Information
Project Identifiers | Project ID: 213134 DEA: 024F77U4 EFIS: 0217000022 |
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DIST-CO-RTE-PM | 02-MOD-299-23.1/23.6, 24.5/33.5 |
Award Date | 05/08/2018 |
Closeout Date | 09/02/2020 |
Work Description | BRIDGE REPLACE, ROADWAY REHAB/FULL DEPTH RECLAMATION-CEMENT + HMA |
Location Description | MODOC COUNTY ABOUT 6 MILES WEST OF ALTURAS FROM 0.3 MILE WEST TO 0.3 MILE EAST OF CALDWELL CREEK BRIDGE AND 1.1 MILES EAST OF CALDWELL CREEK BRIDGE TO 1.7 MILES WEST OF COUNTY ROAD 75 |
QA Service Level | 1 (Verified on 04/02/2018) |
Sample Information
Sample Taken Date | 10/05/2018 | Sample Unique Key | 8 |
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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 | 10/08/2018 |
Sample type | Acceptance | A brief description of the sample | PSE 3/4 Cold feed and rap |
The quantity of what the sample constitutes | PSE#3 6 bags | From where was the sample collected | Manufacturer |
First name of sampler or witnessed by | E | Last name of sampler or witnessed by | Chavez |
Title of sampler | Consultant | Telephone number of sampler | Unknown |
Laboratory sample identification | D77686 | Linked DIME Sample ID | Unknown |
The fabricator/manufacturer/facility name | Hat Creek - Shaw Pit Facility | Transportation Laboratory (TL) Number | T101 C853301 |
Inspector Lot Number from the Transportation Laboratory (TL) Form | PSE 18-18-S3 | Structure unique identifier | Not set |
Structure name | Not set |
Material Information
Material Type | Aggregate | Source Identification (SMARA, name of Pit or Job Site) | 91-25-0008::SHAW PIT |
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The fabricator's/manufacturer's product name for the sample | 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 | At the 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 | PSE 18-18-S3 | 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 | Submitted By | Verified? | Release Date | Test Comments | Actions |
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2018-10-05-8-1 | 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 | 10/09/2018 | Terry McCormick | No | PSE #3, 3/4 cold feed | Info | |
2018-10-05-8-2 | 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 | 10/10/2018 | Terry McCormick | No | PSE #3, Rap rice | Info | |
2018-10-05-8-3 | 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 | 10/11/2018 | Terry McCormick | No | PSE #3, Rap extraction grading. | Info |
Sample File Attachments
File Name | Extension | Date Uploaded | Actions |
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No results found. |
Test File Attachments
DIME Test ID: 2018-10-05-8-1 AASHTO T27-14
DIME Test ID: 2018-10-05-8-2 AASHTO T209-12
DIME Test ID: 2018-10-05-8-3 AASHTO T27-14