Summary for Test 2023-08-23-45-2
Test performed: CTM 217-June 2011Project Information
Project Identifiers | Project ID: 215180 DEA: 060Q9204 EFIS: 0614000010 COOP: 061764 |
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DIST-CO-RTE-PM | 06-KER-99-10.4/21.2 |
Award Date | 12/08/2020 |
Closeout Date | Not set |
Work Description | CONSTRUCT CRCP AND HMA (TYPE A) PAVEMENT. |
Location Description | KERN COUNTY IN AND NEAR BAKERSFIELD FROM 0.4 MILE SOUTH OF OLD US 99 OVERCROSSING TO 0.1 MILE NORTH OF WHITE LANE OVERCROSSING |
QA Service Level | 1 (Verified on 09/14/2020) |
Sample Information
Sample Taken Date | 08/23/2023 | Sample Unique Key | 45 |
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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 | 08/23/2023 |
Sample type | Department Acceptance | A brief description of the sample | Class 2 Aggregate Base |
The quantity of what the sample constitutes | 500 CY | From where was the sample collected | Job Site |
First name of sampler or witnessed by | QC | Last name of sampler or witnessed by | QC |
Title of sampler | Telephone number of sampler | ||
Laboratory sample identification | Linked DIME Sample ID | ||
The fabricator/manufacturer/facility name | Griffith Edmonston | 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 | |
---|---|---|---|
The fabricator/manufacturer designation for the sample | A detailed description of where the material sample was collected | windrow | |
Where the material sample would have been placed if not sampled |
Test Details
DIME Sample ID: 2023-08-23-45
DIME Test ID: 2023-08-23-45-2
Testing Lab: CT D06 - Bakersfield Field Laboratory
Test Method: CTM 217-June 2011: Method of Test for Sand Equivalent
Test Release Date: 2023-08-24
Test Results
Number of tests: 3
Input Type: Measured
Tester's full name: Neale Brown
Date of test: 08/23/2023
Temperature correction: 0
Temperature of solution: 75
Clay reading (test 1): 7.5
Sand reading (test 1): 3.8
Clay reading (test 2): 8.3
Sand reading (test 2): 3.9
Clay reading (test 3): 7.8
Sand reading (test 3): 3.8
Sand equivalent (test 1): 51
Sand equivalent (test 2): 47
Sand equivalent (test 3): 49
Sand equivalent before temperature correction: 49
Sand equivalent after temperature correction: 49
General comments (publicly viewable) (Max 1000 characters):
Test File Attachments
File Name | Extension | File Size | Date Uploaded | Test ID | Actions |
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06-0Q9204_37077_230823_Class2AB | 28.99 KB | 08/24/2023 | 2023-08-23-45-2 | Info |
Test was verified on 8/24/2023 ✔