Summary for Test 2025-07-01-46-2

Test performed: CTM 217-June 2011

Project Information

Project IdentifiersProject ID: 1001417
DEA: 022J7504
EFIS: 0221000131
DIST-CO-RTE-PM02-MOD-299-33.5/37.5
Award DateNot set
Closeout DateNot set
Work DescriptionCrowder Flat Pavement Roadway Rehabilitation
Location DescriptionIn Modoc County near Alturas from 3.6 miles west of Crowder Flat Road to 0.3 mile west of Rattlesnake Creek Bridge
QA Service Level1 (Verified on 07/22/2025)

Sample Information

Sample Taken Date07/01/2025 Sample Unique Key46
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 testing07/01/2025
Sample typePreliminary A brief description of the sample2 Bags Native Soil
The quantity of what the sample constitutesSand, Silt, Rock and Soil From where was the sample collectedSource
First name of sampler or witnessed byColt Last name of sampler or witnessed bySweeny
Title of samplerMREA Telephone number of sampler
Laboratory sample identificationD79945 Linked DIME Sample ID
The fabricator/manufacturer/facility nameCALTRANS Transportation Laboratory (TL) Number000004
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 MOD 299 pm 34.00
Where the material sample would have been placed if not sampled

Test Details

DIME Sample ID: 2025-07-01-46
DIME Test ID: 2025-07-01-46-2
Testing Lab: CT D02 - Redding Northern Regional Laboratory
Test Method: CTM 217-June 2011: Method of Test for Sand Equivalent
Test Release Date: 2025-07-28

Test Results


Number of tests: 3
Input Type: Measured
Tester's full name: Colt Sweeny
Date of test: 07/14/2025
Temperature correction: 0
Temperature of solution: 75.2
Clay reading (test 1): 13.7
Sand reading (test 1): 1.9
Clay reading (test 2): 13.5
Sand reading (test 2): 1.9
Clay reading (test 3): 13.8
Sand reading (test 3): 2
Sand equivalent (test 1): 14
Sand equivalent (test 2): 15
Sand equivalent (test 3): 15
Sand equivalent before temperature correction: 15
Sand equivalent after temperature correction: 15
General comments (publicly viewable) (Max 1000 characters): SE=15

Test was verified on 7/28/2025