Summary for Test 2023-05-27-3-4
Test performed: CTM 217-June 2011Project Information
| Project Identifiers | Project ID: 7730 DEA: 024C9604 EFIS: 0200000487 |
|---|---|
| DIST-CO-RTE-PM | 02-TRI-3-7.1/8.3 |
| Award Date | 12/06/2012 |
| Closeout Date | 01/02/2015 |
| Work Description | WIDEN SHOULDERS FOR BIKE LANE AND DRAINAGE MODIFICATIONS |
| Location Description | TRINITY COUNTY AT HAYFORK FROM MAIN STREET TO 0.1 MILE NORTH OF FOREST AVENUE |
| QA Service Level | 1 (Verified on 12/17/2012) |
Sample Information
| Sample Taken Date | 05/27/2023 | Sample Unique Key | 3 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 05/30/2023 | Sample type | Per Request |
| A brief description of the sample | 2 bags of Soil for use in DPPIA | The quantity of what the sample constitutes | Roadside Material Sample № 3 |
| From where was the sample collected | Source | First name of sampler or witnessed by | Karl |
| Last name of sampler or witnessed by | Harris | Title of sampler | TE |
| Telephone number of sampler | Laboratory sample identification | D79253 | |
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | In Situ | |
| Transportation Laboratory (TL) Number | 898193 | Inspector Lot Number from the Transportation Laboratory (TL) Form | |
| Structure unique identifier | Structure name | ||
| Bid Item | Not set |
Material Information
| Material Type | Soil | The fabricator's/manufacturer's product name for the sample | |
|---|---|---|---|
| The fabricator/manufacturer designation for the sample | A detailed description of where the material sample was collected | 02-TRI-3-6.35 | |
| Where the material sample would have been placed if not sampled |
Test Details
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DIME Sample ID: 2023-05-27-3
DIME Test ID: 2023-05-27-3-4
Testing Lab: CT D02 - Redding Northern Regional Laboratory
Test Method: CTM 217-June 2011: Method of Test for Sand Equivalent
Test Release Date: 2023-06-03
Test Results
Number of tests: 1
Input Type: Measured
Tester's full name: Sean McWithey
Date of test: 06/02/2023
Temperature correction: 0
Temperature of solution: 70.5
Clay reading (test 1): 13.6
Sand reading (test 1): 2.4
Sand equivalent (test 1): 18
Sand equivalent before temperature correction: 18
Sand equivalent after temperature correction: 18
General comments (publicly viewable) (Max 1000 characters): SE=18
Test was verified on 6/3/2023 ✔