Summary for Test 2021-12-03-40-3

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 Date12/03/2021 Sample Unique Key40
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 testing12/06/2021
Sample typePreliminary A brief description of the sample1 bag of soil for use in geogrid embankment design
The quantity of what the sample constitutesExisting soil at 02-PLU-70-63.1 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 identificationD78984 Linked DIME Sample ID
The fabricator/manufacturer/facility nameN/A Transportation Laboratory (TL) Number876434
Inspector Lot Number from the Transportation Laboratory (TL) Form 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-70-63.08 from face of slope on North side of road
Where the material sample would have been placed if not sampledIn situ

Test Details

DIME Sample ID: 2021-12-03-40
DIME Test ID: 2021-12-03-40-3
Testing Lab: CT D02 - Redding Northern Regional Laboratory
Test Method: CTM 203-February 2008: Mechanical Analysis of Soils
Test Release Date: 2022-01-20

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
Date of test: 01/08/2022
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:98 %
Cumulative percent passing the 3/4 in. sieve:96 %
Cumulative percent passing the 1/2 in. sieve:93 %
Cumulative percent passing the 3/8 in. sieve:92 %
Cumulative percent passing the #4 sieve:89 %
Cumulative percent passing the #8 sieve:85 %
Cumulative percent passing the #16 sieve:80 %
Cumulative percent passing the #30 sieve:75 %
Cumulative percent passing the #50 sieve:68 %
Cumulative percent passing the #100 sieve:60 %
Cumulative percent passing the #200 sieve:54 %
Cumulative Percent Passing on 1 Micron:18 %
Cumulative Percent Passing on 5 Microns:27 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 1/20/2022