Summary for Test 2023-05-30-56-2
Test performed: CTM 217-June 2011Project Information
Project Identifiers | Project ID: 215240 DEA: 021H6804 EFIS: 0216000010 |
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DIST-CO-RTE-PM | 02-TEH-5-39/41.9 |
Award Date | 02/13/2023 |
Closeout Date | Not set |
Work Description | SB Cottonwood Scales |
Location Description | Not set |
QA Service Level | 1 (Verified on 10/23/2020) |
Sample Information
Sample Taken Date | 05/30/2023 | Sample Unique Key | 56 |
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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 | 05/31/2023 |
Sample type | Acceptance | A brief description of the sample | Structure Backfill |
The quantity of what the sample constitutes | 3000 tons | From where was the sample collected | Manufacturer |
First name of sampler or witnessed by | Cindy | Last name of sampler or witnessed by | Bryant |
Title of sampler | TET | Telephone number of sampler | |
Laboratory sample identification | D79254 | Linked DIME Sample ID | |
The fabricator/manufacturer/facility name | Tullis - Northstate Asphalt - Redding, CA | Transportation Laboratory (TL) Number | 857932 |
Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
Structure name |
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 | Stockpile | |
Where the material sample would have been placed if not sampled |
Test Details
DIME Sample ID: 2023-05-30-56
DIME Test ID: 2023-05-30-56-2
Testing Lab: CT D02 - Redding Northern Regional Laboratory
Test Method: CTM 217-June 2011: Method of Test for Sand Equivalent
Test Release Date: 2023-07-20
Test Results
Number of tests: 1
Input Type: Measured
Tester's full name: Sean McWithy
Date of test: 06/06/2023
Temperature correction: 0
Temperature of solution: 68.5
Clay reading (test 1): 6.3
Sand reading (test 1): 4.1
Sand equivalent (test 1): 66
Sand equivalent before temperature correction: 66
Sand equivalent after temperature correction: 66
General comments (publicly viewable) (Max 1000 characters): SE=66
Test was verified on 7/20/2023 ✔