Sample Record
Owner Lab
- CT D02 - Redding Northern Regional Laboratory
DIME Sample ID 2018-09-24-7
Project Information
Project Identifiers | Project ID: 212816 DEA: 020H6304 EFIS: 0215000063 |
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DIST-CO-RTE-PM | 02-LAS-139-6.2/7.3 |
Award Date | 06/29/2018 |
Closeout Date | 12/04/2019 |
Work Description | ROADWAY EXCAVATION, AGGREGATE BASE, HOT MIX ASPHALT, GUARDRAIL |
Location Description | LASSEN COUNTY ABOUT 6 MILES NORTH OF SUSANVILLE FROM 1.0 MILE SOUTH TO 0.1 MILE SOUTH OF ANTELOPE RADIO STREET |
QA Service Level | 1 (Verified on 01/17/2018) |
Sample Information
Sample Taken Date | 09/24/2018 | Sample Unique Key | 7 |
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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 | 09/25/2018 |
Sample type | Acceptance | A brief description of the sample | PSE 3/4 Cold feed and rap |
The quantity of what the sample constitutes | PSE 2 bags | From where was the sample collected | Manufacturer |
First name of sampler or witnessed by | Gabe | Last name of sampler or witnessed by | Alvarez |
Title of sampler | Consultant | Telephone number of sampler | Unknown |
Laboratory sample identification | D77662 | Linked DIME Sample ID | Unknown |
The fabricator/manufacturer/facility name | Ward Lake Hat Crk Construction | Transportation Laboratory (TL) Number | T101 C 990868 |
Inspector Lot Number from the Transportation Laboratory (TL) Form | T101 C 990868 | Structure unique identifier | Not set |
Structure name | Not set |
Material Information
Material Type | Aggregate | Source Identification (SMARA, name of Pit or Job Site) | Unknown |
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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 | 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 | Submitted By | Verified? | Release Date | Test Comments | Actions |
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2018-09-24-7-1 | 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 | 10/03/2018 | Terry McCormick | No | PSE, 3/4 cold feed | Info | |
2018-09-24-7-2 | 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 | 10/03/2018 | Terry McCormick | No | PSE, rap extraction grading. | Info | |
2018-09-24-7-3 | 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 | 10/01/2018 | Terry McCormick | No | PSE, rap rice | Info |
Sample File Attachments
File Name | Extension | Date Uploaded | Actions |
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No results found. |
Test File Attachments
DIME Test ID: 2018-09-24-7-1 AASHTO T27-14
DIME Test ID: 2018-09-24-7-2 AASHTO T27-14
DIME Test ID: 2018-09-24-7-3 AASHTO T209-12