Summary for Test 2020-03-25-16-2
Test performed: CTM 217-June 2011Project Information
| Project Identifiers | Project ID: 212501 DEA: 022E4804 EFIS: 0200000586 |
|---|---|
| DIST-CO-RTE-PM | 02-SIS-96,263-103.1/103.6,56.8/57.2 |
| Award Date | 12/14/2018 |
| Closeout Date | 12/01/2021 |
| Work Description | BRIDGE REPLACEMENT |
| Location Description | SISKIYOU COUNTY ABOUT 8 MILES NORTH OF YREKA ON ROUTE 96 FROM 0.5 MILE WEST TO 0.2 MILE EAST OF ROUTE 263 AND ON ROUTE 263 FROM 0.3 MILE NORTH OF SHASTA RIVER BRIDGE #02-0014 TO ROUTE 96 |
| QA Service Level | 1 (Verified on 06/06/2017) |
Sample Information
| Sample Taken Date | 03/25/2020 | Sample Unique Key | 16 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 03/25/2020 | Sample type | Department Acceptance |
| A brief description of the sample | Structure Backfill | The quantity of what the sample constitutes | 2000 cy |
| From where was the sample collected | Job Site | First name of sampler or witnessed by | Chad |
| Last name of sampler or witnessed by | Ensminger | Title of sampler | |
| Telephone number of sampler | Laboratory sample identification | D78365 | |
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Unknown | |
| Transportation Laboratory (TL) Number | 850983 | Inspector Lot Number from the Transportation Laboratory (TL) Form | |
| Structure unique identifier | Structure name | Retaining Wall and Abutment | |
| Bid Item | Not set |
Material Information
| Material Type | Aggregate | Source Identification (SMARA, name of Pit or Job Site) | Unknown |
|---|---|---|---|
| The fabricator's/manufacturer's product name for the sample | Unknown | The fabricator/manufacturer designation for the sample | Unknown |
| The plant number | Unknown | A detailed description of where the material sample was collected | Stockpile at Anderson Grade Staging Area |
| Where the material sample would have been placed if not sampled | Behind retaining wall and abutment | Primary Aggregate Nominal Size | 1-1/2 inch |
| The concrete mix design number | Unknown | Lot number | Unknown |
| Sublot number | Unknown | Aggregate Mix Number | Not set |
Test Details
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DIME Sample ID: 2020-03-25-16
DIME Test ID: 2020-03-25-16-2
Testing Lab: CT D02 - Redding Northern Regional Laboratory
Test Method: CTM 217-June 2011: Method of Test for Sand Equivalent
Test Release Date: 2020-04-21
Test Results
Number of tests: 1
Input Type: Measured
Tester's full name: Dennis Hickey
Date of test: 03/27/2020
Temperature correction: 0
Temperature of solution: 23.3
Clay reading (test 1): 11.4
Sand reading (test 1): 2.7
Sand equivalent (test 1): 24
Sand equivalent before temperature correction: 24
Sand equivalent after temperature correction: 24
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 4/21/2020 ✔