Summary for Test 2023-02-07-11-3
Test performed: CTM 217-June 2011Project Information
Project Identifiers | Project ID: 214892 DEA: 06442554 EFIS: 0612000176 COOP: 061699 |
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DIST-CO-RTE-PM | 06-KER-46-29.7/31.9 |
Award Date | 01/08/2021 |
Closeout Date | Not set |
Work Description | CONVERT 2-LANE TO 4-LANE HMA PAVEMENT AND CONSTRUCT NEW BRIDGE. |
Location Description | KERN COUNTY AT AND NEAR LOST HILLS FROM 0.2 MILE WEST OF CALIFORNIA AQUEDUCT BRIDGE TO 1.4 MILES EAST OF LOST HILLS ROAD |
QA Service Level | 1 (Verified on 06/17/2020) |
Sample Information
Sample Taken Date | 02/07/2023 | Sample Unique Key | 11 |
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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 | 02/07/2023 |
Sample type | Department Acceptance | A brief description of the sample | Imported Structure Backfill |
The quantity of what the sample constitutes | 25 LBS | From where was the sample collected | Job Site |
First name of sampler or witnessed by | Neale | Last name of sampler or witnessed by | Brown |
Title of sampler | Tester | Telephone number of sampler | 6615498281 |
Laboratory sample identification | 213 | Linked DIME Sample ID | |
The fabricator/manufacturer/facility name | Sta 187+50 to 190+56 | Transportation Laboratory (TL) Number | |
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 | |
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The fabricator/manufacturer designation for the sample | A detailed description of where the material sample was collected | Jobsite - Structure Backfill | |
Where the material sample would have been placed if not sampled |
Test Details
DIME Sample ID: 2023-02-07-11
DIME Test ID: 2023-02-07-11-3
Testing Lab: CT D06 - Bakersfield Field Laboratory
Test Method: CTM 217-June 2011: Method of Test for Sand Equivalent
Test Release Date: 2023-02-07
Test Results
Number of tests: 2
Input Type: Measured
Tester's full name: Neale Brown
Date of test: 02/07/2023
Temperature correction: 0
Temperature of solution: 72
Clay reading (test 1): 13.5
Sand reading (test 1): 2.2
Clay reading (test 2): 13.4
Sand reading (test 2): 2.1
Sand equivalent (test 1): 17
Sand equivalent (test 2): 16
Sand equivalent before temperature correction: 17
Sand equivalent after temperature correction: 17
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 2/7/2023 ✔