Summary for Test 2022-02-12-23-1

Test performed: CTM 203-February 2008

Project Information

Project IdentifiersProject ID: 212779
DEA: 021H5804
EFIS: 0216000024
DIST-CO-RTE-PM02-PLU-70-58.4/R78.4
Award DateNot set
Closeout DateNot set
Work DescriptionNot set
Location DescriptionNot set
QA Service Level1 (Verified on 01/08/2019)

Sample Information

Sample Taken Date02/12/2022 Sample Unique Key23
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 testing02/25/2022
Sample typePreliminary A brief description of the sample1 bag of soil for use in GRE Design
The quantity of what the sample constitutesExisting soil at 02-PLU-70-63.05 From where was the sample collectedJob Site
First name of sampler or witnessed byScott Last name of sampler or witnessed byLewis
Title of samplerEngineering Geologist Telephone number of sampler(530) 225-3516
Laboratory sample identificationD79004 Linked DIME Sample ID
The fabricator/manufacturer/facility nameUnknown Transportation Laboratory (TL) Number876436
Inspector Lot Number from the Transportation Laboratory (TL) Form876440 Structure unique identifier
Structure name

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-70-63.05 from slope 0.0 to 1.0 ft depth
Where the material sample would have been placed if not sampledIn situ

Test Details

DIME Sample ID: 2022-02-12-23
DIME Test ID: 2022-02-12-23-1
Testing Lab: CT D02 - Redding Northern Regional Laboratory
Test Method: CTM 203-February 2008: Mechanical Analysis of Soils
Test Release Date: 2022-03-08

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: Karen Rios Dorado and K. Yang
Date of test: 02/25/2022
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:97 %
Cumulative percent passing the 1/2 in. sieve:83 %
Cumulative percent passing the 3/8 in. sieve:75 %
Cumulative percent passing the #4 sieve:60 %
Cumulative percent passing the #8 sieve:50 %
Cumulative percent passing the #16 sieve:41 %
Cumulative percent passing the #30 sieve:33 %
Cumulative percent passing the #50 sieve:23 %
Cumulative percent passing the #100 sieve:15 %
Cumulative percent passing the #200 sieve:10 %
Cumulative Percent Passing on 1 Micron:1 %
Cumulative Percent Passing on 5 Microns:2 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 3/8/2022