Summary for Test 2026-07-10-64-1

Test performed: CTM 203-February 2008

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 Date07/10/2026 Sample Unique Key64
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 testing07/14/2026
Sample typePreliminary A brief description of the sampleSubgrade
The quantity of what the sample constitutes1 Bag Subgrade From where was the sample collectedSource
First name of sampler or witnessed byScott Last name of sampler or witnessed byLewis
Title of samplerSenior Engineering Geologist Telephone number of sampler
Laboratory sample identificationD80283 Linked DIME Sample ID
The fabricator/manufacturer/facility nameNot Provided Transportation Laboratory (TL) Number859003
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 collectedPit just south of RDWY prism
Where the material sample would have been placed if not sampled

Test Details

DIME Sample ID: 2026-07-10-64
DIME Test ID: 2026-07-10-64-1
Testing Lab: CT D02 - Redding Northern Regional Laboratory
Test Method: CTM 203-February 2008: Mechanical Analysis of Soils
Test Release Date: 2026-08-11

Test Results


What size aggregate is being tested?: Combined Gradation
Individual or cumulative mass retained on each sieve?: Cumulative Mass Retained
Input Type: Calculated
Tester's full name: Josh Murphy
Date of test: 07/27/2026
Cumulative percent passing the 3 in. sieve: 100 %
Cumulative percent passing the 2 1/2 in. sieve: 100 %
Cumulative percent passing the 2 in. sieve: 100 %
Cumulative percent passing the 1 1/2 in. sieve: 100 %
Cumulative percent passing the 1 in. sieve: 100 %
Cumulative percent passing the 3/4 in. sieve: 100 %
Cumulative percent passing the 1/2 in. sieve: 100 %
Cumulative percent passing the 3/8 in. sieve: 100 %
Cumulative percent passing the #4 sieve: 100 %
Cumulative percent passing the #8 sieve: 99 %
Cumulative percent passing the #16 sieve: 97 %
Cumulative percent passing the #30 sieve: 94 %
Cumulative percent passing the #50 sieve: 90 %
Cumulative percent passing the #100 sieve: 80 %
Cumulative percent passing the #200 sieve: 67 %
Cumulative Percent Passing on 5 Microns: 32 %
Cumulative Percent Passing on 1 Micron: 19 %
General comments (publicly viewable) (Max 1000 characters): D₈₅=202-μm, D₅₀=37-μm, D₁₅ <1-μm

Test was verified on 8/11/2026