Summary for Test 2025-09-16-67-1

Test performed: CTM 203-February 2008

Project Information

Project IdentifiersProject ID: 995524
DEA: 021H3604
EFIS: 0216000040
DIST-CO-RTE-PM02-SIS-96-76.8/78.0
Award Date03/22/2024
Closeout DateNot set
Work DescriptionREPLACE BRIDGE.
Location DescriptionSISKIYOU COUNTY NEAR HORSE CREEK FROM 0.4 MILE WEST OF KLAMATH RIVER BRIDGE TO 2.0 MILES WEST OF KOHL CREEK
QA Service Level1 (Verified on 12/27/2023)

Sample Information

Sample Taken Date09/16/2025 Sample Unique Key67
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 testing09/18/2025
Sample typeInformational A brief description of the sample2 bags of Soil (gravel with sand and fines)
The quantity of what the sample constitutesGravel Filter Recommendation at L03 From where was the sample collectedJob Site
First name of sampler or witnessed byTony Last name of sampler or witnessed byZalik
Title of samplerPE Telephone number of sampler
Laboratory sample identificationD80040 Linked DIME Sample ID
The fabricator/manufacturer/facility nameIn Situ Transportation Laboratory (TL) Number1
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 collectedFuture RSP location at 41.82785°N, 122.97819°W; 0 – 1' depth
Where the material sample would have been placed if not sampled

Test Details

DIME Sample ID: 2025-09-16-67
DIME Test ID: 2025-09-16-67-1
Testing Lab: CT D02 - Redding Northern Regional Laboratory
Test Method: CTM 203-February 2008: Mechanical Analysis of Soils
Test Release Date: 2025-09-24

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: 09/24/2025
Cumulative percent passing the 3 in. sieve: 97 %
Cumulative percent passing the 2 1/2 in. sieve: 91 %
Cumulative percent passing the 2 in. sieve: 90 %
Cumulative percent passing the 1 1/2 in. sieve: 87 %
Cumulative percent passing the 1 in. sieve: 82 %
Cumulative percent passing the 3/4 in. sieve: 78 %
Cumulative percent passing the 1/2 in. sieve: 73 %
Cumulative percent passing the 3/8 in. sieve: 70 %
Cumulative percent passing the #4 sieve: 63 %
Cumulative percent passing the #8 sieve: 58 %
Cumulative percent passing the #16 sieve: 54 %
Cumulative percent passing the #30 sieve: 49 %
Cumulative percent passing the #50 sieve: 43 %
Cumulative percent passing the #100 sieve: 37 %
Cumulative percent passing the #200 sieve: 31 %
Cumulative Percent Passing on 5 Microns: 5 %
Cumulative Percent Passing on 1 Micron: 4 %
General comments (publicly viewable) (Max 1000 characters): D₈₅=32.6-mm, D₅₀=677-μm, D₁₅=29-μm

Test was verified on 9/24/2025