Summary for Test 2026-06-23-52-3

Test performed: CTM 217-June 2011

Project Information

Project IdentifiersProject ID: 1000697
DEA: 021J75U4
EFIS: 0224000092
DIST-CO-RTE-PM02-LAS-36-14.4/R16.8
Award Date01/23/2025
Closeout DateNot set
Work DescriptionPLACE HMA AND CLASS 2 AB, EXCAVATE ROADWAY, & INSTALL LIGHTING SYSTEM.
Location DescriptionLASSEN COUNTY ABOUT 9 MILES WEST OF SUSANVILLE FROM 1.3 MILES WEST TO 1.2 MILES EAST OF WILLARD CREEK ROAD
QA Service Level1 (Verified on 10/24/2024)

Sample Information

Sample Taken Date06/23/2026 Sample Unique Key52
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 testing06/24/2026
Sample typeAcceptance A brief description of the sample4 Bags 3/4-inch Class II AB
The quantity of what the sample constitutes3/4-inch Class II AB From where was the sample collectedJob Site
First name of sampler or witnessed byDawn Last name of sampler or witnessed bySloatermen
Title of samplerTET C Telephone number of sampler
Laboratory sample identificationD80247 Linked DIME Sample ID
The fabricator/manufacturer/facility nameHat Creek Ward Lake Transportation Laboratory (TL) Number857976
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 collected02/PLU/36 PM 15.0
Where the material sample would have been placed if not sampled

Test Details

DIME Sample ID: 2026-06-23-52
DIME Test ID: 2026-06-23-52-3
Testing Lab: CT D02 - Redding Northern Regional Laboratory
Test Method: CTM 217-June 2011: Method of Test for Sand Equivalent
Test Release Date: 2026-07-07

Test Results


Number of tests: 3
Input Type: Measured
Tester's full name: Josh Murphy
Date of test: 06/29/2026
Temperature correction: 0
Temperature of solution: 21.4
Clay reading (test 1): 6.8
Sand reading (test 1): 3
Clay reading (test 2): 6.7
Sand reading (test 2): 3
Clay reading (test 3): 6.5
Sand reading (test 3): 3
Sand equivalent (test 1): 45
Sand equivalent (test 2): 45
Sand equivalent (test 3): 47
Sand equivalent before temperature correction: 46
Sand equivalent after temperature correction: 46
General comments (publicly viewable) (Max 1000 characters): SE=46

Test was verified on 7/7/2026