Summary for Test 2025-10-22-65-2

Test performed: CTM 217-June 2011

Project Information

Project IdentifiersProject ID: 1001798
DEA: 024J7304
EFIS: 0223000066
DIST-CO-RTE-PM02-SIS-89-24.4/25.1
Award DateNot set
Closeout DateNot set
Work DescriptionMcCloud Intersection Safety - Intersection improvements
Location DescriptionIn Siskiyou County at and near McCloud from East Minnesota Avenue to Modoc Avenue
QA Service Level1 (Verified on 10/30/2025)

Sample Information

Sample Taken Date10/22/2025 Sample Unique Key65
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 testing10/23/2025
Sample typePreliminary A brief description of the sampleRock and Soil
The quantity of what the sample constitutesNot Provided From where was the sample collectedSource
First name of sampler or witnessed byDerek Last name of sampler or witnessed bySerna
Title of samplerMREA Telephone number of sampler
Laboratory sample identificationD80105 Linked DIME Sample ID
The fabricator/manufacturer/facility nameD2 Mat Lab Transportation Laboratory (TL) Number897625
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 collectedShoulder at PM 24.5, SIS 89
Where the material sample would have been placed if not sampled

Test Details

DIME Sample ID: 2025-10-22-65
DIME Test ID: 2025-10-22-65-2
Testing Lab: CT D02 - Redding Northern Regional Laboratory
Test Method: CTM 217-June 2011: Method of Test for Sand Equivalent
Test Release Date: 2025-12-01

Test Results


Number of tests: 3
Input Type: Measured
Tester's full name: Josh Murphy
Date of test: 10/31/2025
Temperature correction: 0
Temperature of solution: 22.1
Clay reading (test 1): 5.7
Sand reading (test 1): 2.5
Clay reading (test 2): 6.3
Sand reading (test 2): 2.9
Clay reading (test 3): 6.3
Sand reading (test 3): 2.7
Sand equivalent (test 1): 44
Sand equivalent (test 2): 46
Sand equivalent (test 3): 43
Sand equivalent before temperature correction: 45
Sand equivalent after temperature correction: 45
General comments (publicly viewable) (Max 1000 characters): SE=45

Test was verified on 12/1/2025