Summary for Test 2019-10-17-15-3
Test performed: CTM 217-June 2011Project Information
Project Identifiers | Project ID: 214705 DEA: 120P6904 EFIS: 1216000003 |
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DIST-CO-RTE-PM | 12-ORA-1-5.5/7.9 |
Award Date | Not set |
Closeout Date | Not set |
Work Description | Not set |
Location Description | Not set |
QA Service Level | 1 (Verified on 02/22/2021) |
Sample Information
Sample Taken Date | 10/17/2019 | Sample Unique Key | 15 |
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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 | 10/29/2019 |
Sample type | Preliminary | A brief description of the sample | Native Soil for Subgrade 3'-4' DEPTH |
The quantity of what the sample constitutes | 1 BAG | From where was the sample collected | Job Site |
First name of sampler or witnessed by | FARHAD | Last name of sampler or witnessed by | HADJIBABALE |
Title of sampler | TE Civil | Telephone number of sampler | |
Laboratory sample identification | 8779 | Linked DIME Sample ID | 2019-10-18-12 |
The fabricator/manufacturer/facility name | Native Material | Transportation Laboratory (TL) Number | C936702 |
Inspector Lot Number from the Transportation Laboratory (TL) Form | MB-01 | Structure unique identifier | |
Structure name |
Material Information
Material Type | Soil | The fabricator's/manufacturer's product name for the sample | Unknown |
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The fabricator/manufacturer designation for the sample | Unknown | A detailed description of where the material sample was collected | SR 01 PCH |
Where the material sample would have been placed if not sampled | Unknown |
Test Details
DIME Sample ID: 2019-10-17-15
DIME Test ID: 2019-10-17-15-3
Testing Lab: CT D08 - Fontana Southern Regional Laboratory
Test Method: CTM 217-June 2011: Method of Test for Sand Equivalent
Test Release Date: 2020-03-16
Test Results
Number of tests: 2
Input Type: Calculated
Tester's full name: LARRY DIAZ
Date of test: 11/20/2019
Temperature correction: 0
Temperature of solution: 72
Clay reading (test 1): 11.7
Sand reading (test 1): 3.4
Clay reading (test 2): 12
Sand reading (test 2): 3.7
Sand equivalent (test 1): 30
Sand equivalent (test 2): 31
Sand equivalent before temperature correction: 31
Sand equivalent after temperature correction: 31
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 3/16/2020 ✔