Summary for Test 2020-01-07-9-4

Test performed: CTM 203-February 2008

Project Information

Project IdentifiersProject ID: 214666
DEA: 022H8104
EFIS: 0217000012
DIST-CO-RTE-PM02-TRI-299-1.67/45.12
Award Date03/03/2022
Closeout DateNot set
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.
QA Service Level1 (Verified on 03/02/2020)

Sample Information

Sample Taken Date01/07/2020 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 testing01/09/2020
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 Telephone number of sampler
Laboratory sample identificationD78322 Linked DIME Sample ID
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 2/19/2020