Summary for Test 2025-01-30-45-1

Test performed: CTM 217-June 2011

Project Information

Project IdentifiersProject ID: 994084
DEA: 060U8804
EFIS: 0616000074
DIST-CO-RTE-PM06-TUL-99-26.3/27.6
Award Date01/23/2023
Closeout DateNot set
Work DescriptionCONSTRUCT A NEW INTERCHANGE AT COMMERCIAL AVENUE NOW CALLED INTERNATIONAL AGRI-CENTER WAY
Location DescriptionON STATE ROUTE 99
QA Service Level1 (Verified on 03/13/2023)

Sample Information

Sample Taken Date01/30/2025 Sample Unique Key45
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 testing02/03/2025
Sample typeQuality Assurance A brief description of the sampleExisting
The quantity of what the sample constitutes2 Bags From where was the sample collectedJob Site
First name of sampler or witnessed byMartika Last name of sampler or witnessed byHall
Title of samplerJET Telephone number of sampler
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameExisting Transportation Laboratory (TL) Number
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure name Bid ItemNot set

Material Information

Material TypeSoil 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 collectedBottom of Trench
Where the material sample would have been placed if not sampled

Test Details

DIME Sample ID: 2025-01-30-45
DIME Test ID: 2025-01-30-45-1
Testing Lab: CT D06 - Visalia Field Laboratory
Test Method: CTM 217-June 2011: Method of Test for Sand Equivalent
Test Release Date: 2025-03-07

Test Results


Number of tests: 3
Input Type: Measured
Tester's full name: Jason Ruiz
Date of test: 01/30/2025
Temperature correction: 0
Temperature of solution: 72
Clay reading (test 1): 12.7
Sand reading (test 1): 0.9
Clay reading (test 2): 12.7
Sand reading (test 2): 0.9
Clay reading (test 3): 12.7
Sand reading (test 3): 0.9
Sand equivalent (test 1): 8
Sand equivalent (test 2): 8
Sand equivalent (test 3): 8
Sand equivalent before temperature correction: 8
Sand equivalent after temperature correction: 8
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 3/7/2025