Test 2020-01-07-9-4 (CTM 203-February 2008) Summary

Project Information
Project IdentifiersProject ID: 214666
DEA: 022H8104
EFIS: 0217000012
DIST-CO-RTE-PM02-TRI-299-1.67/45.12
Work DescriptionTrinity Culverts
Location DescriptionCulvert rehabilitation in Trinity County near Salyer at various locations from 0.1 mile West of White House Gulch Road to 0.4 mile West of Slattery Pond Road.
Sample Information
Sample Taken Date1/7/2020 Sample Unique Key9
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 testing1/9/2020
Sample typePreliminary A brief description of the sampleSoil for Use in Fill
The quantity of what the sample constitutesPreliminary Design 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 Laboratory sample identificationD78322
The fabricator/manufacturer/facility nameIn Situ Transportation Laboratory (TL) Number678221
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 sampleUnknown
The fabricator/manufacturer designation for the sampleField No. TC-1 A detailed description of where the material sample was collected02-TRI-299-8.19, Embankment on South Side, 6 - 12 inch Depth
Where the material sample would have been placed if not sampledUnknown
Test Details
DIME Sample ID: 2020-01-07-9
DIME Test ID: 2020-01-07-9-4
Testing Lab: CT D02 - North Region Materials Lab
Test Method: CTM 203-February 2008: Mechanical Analysis of Soils
Test Release Date: 2020-02-19
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 Spliethof and D. Hickey
Date of test: 02/07/2020
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:95 %
Cumulative percent passing the 1 in. sieve:85 %
Cumulative percent passing the 3/4 in. sieve:77 %
Cumulative percent passing the 1/2 in. sieve:63 %
Cumulative percent passing the 3/8 in. sieve:54 %
Cumulative percent passing the #4 sieve:37 %
Cumulative percent passing the #8 sieve:30 %
Cumulative percent passing the #16 sieve:24 %
Cumulative percent passing the #30 sieve:20 %
Cumulative percent passing the #50 sieve:16 %
Cumulative percent passing the #100 sieve:13 %
Cumulative percent passing the #200 sieve:11 %
Cumulative Percent Passing on 1 Micron:4 %
Cumulative Percent Passing on 5 Microns:6 %
General comments (publicly viewable) (Max 1000 characters): Could not get raw data input to produce correct results. Calculated values were input directly.

Test was verified on 02/19/2020