Summary for Test 2023-05-15-62-2

Test performed: CTM 217-June 2011

Project Information

Project IdentifiersProject ID: 994632
DEA: 061E6004
EFIS: 0622000067
DIST-CO-RTE-PM06-KER-166-9.0/24.6
Award Date03/07/2023
Closeout Date02/26/2024
Work DescriptionNot set
Location DescriptionFOR CONSTRUCTION ON STATE HIGHWAY IN KERN COUNTY NEAR MARICOPA FROM 4.0 MILES EAST OF BASIC SCHOOL ROAD TO ROUTE 166/99 SEPARATION
QA Service Level1 (Verified on 05/10/2023)

Sample Information

Sample Taken Date05/15/2023 Sample Unique Key62
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 testing05/19/2023
Sample typeDepartment Acceptance A brief description of the samplerecycle shoulder backing material
The quantity of what the sample constitutes1 bag shoulder backing recycling material From where was the sample collectedJob Site
First name of sampler or witnessed byAndy Last name of sampler or witnessed byGrewal
Title of samplerInspector Telephone number of sampler
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameNot Provided Transportation Laboratory (TL) Number
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure name

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 collectedJob Site Windrow
Where the material sample would have been placed if not sampled

Test Details

DIME Sample ID: 2023-05-15-62
DIME Test ID: 2023-05-15-62-2
Testing Lab: CT D06 - Bakersfield Field Laboratory
Test Method: CTM 217-June 2011: Method of Test for Sand Equivalent
Test Release Date: 2023-05-19

Test Results


Number of tests: 2
Input Type: Measured
Tester's full name: Neale Brown
Date of test: 05/19/2023
Temperature correction: 0
Temperature of solution: 73
Clay reading (test 1): 5.2
Sand reading (test 1): 3.8
Clay reading (test 2): 4.8
Sand reading (test 2): 3.6
Sand equivalent (test 1): 74
Sand equivalent (test 2): 75
Sand equivalent before temperature correction: 75
Sand equivalent after temperature correction: 75
General comments (publicly viewable) (Max 1000 characters):

Test File Attachments

File NameExtensionFile SizeDate UploadedTest IDActions
06-1E6004_37011_230516pdf28.01 KB05/19/20232023-05-15-62-2   Info

Test was verified on 5/19/2023