Test 2020-02-03-10-1 (CTM 202-November 2011) Summary

Project Information
Project IdentifiersProject ID: 214681
DEA: 021H5104
EFIS: 0216000148
DIST-CO-RTE-PM02-TEH-99-9.0/9.3
Work DescriptionChamplin Slough
Location DescriptionReplace Bridge in Tehama County near Los Molinos from 0.2 mile south to 0.2 mile north of Champlin Slough
Sample Information
Sample Taken Date2/3/2020 Sample Unique Key10
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 testing2/4/2020
Sample typePreliminary A brief description of the sampleSoil
The quantity of what the sample constitutesStructural Section Recomendation From where was the sample collectedJob Site
First name of sampler or witnessed byBrian Last name of sampler or witnessed bySteiner
Title of samplerAAME Laboratory sample identificationD78326
The fabricator/manufacturer/facility nameIn Situ Transportation Laboratory (TL) Number824578
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 sampleUnknown A detailed description of where the material sample was collected02-TEH-99-9.25, Embankment, 0.5 - 1.0 foot Depth
Where the material sample would have been placed if not sampledUnknown
Test Details
DIME Sample ID: 2020-02-03-10
DIME Test ID: 2020-02-03-10-1
Testing Lab: CT D02 - North Region Materials Lab
Test Method: CTM 202-November 2011: Method of Test for Sieve Analysis of Fine and Coarse Aggregates
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: Measured
Tester's full name: Dennis Hickey
Date of test: 02/05/2020
Total mass of coarse material in the sample: 3905 grams
Cumulative mass retained on the 3 in. sieve: 0 grams
Cumulative mass retained on the 2 1/2 in. sieve: 0 grams
Cumulative mass retained on the 2 in. sieve: 0 grams
Cumulative mass retained on the 1 1/2 in. sieve: 0 grams
Cumulative mass retained on the 1 in. sieve: 583 grams
Cumulative mass retained on the 3/4 in. sieve: 1054 grams
Cumulative mass retained on the 1/2 in. sieve: 2080 grams
Cumulative mass retained on the 3/8 in. sieve: 2627 grams
Cumulative mass retained on the #4 sieve: 3905 grams
Cumulative mass retained on the pan (coarse grain): 3905 grams
Total mass of fine material in the sample: 6979 grams
Cumulative mass retained on the #8 sieve: 66.3 grams
Cumulative mass retained on the #16 sieve: 113.2 grams
Cumulative mass retained on the #30 sieve: 149.9 grams
Cumulative mass retained on the #50 sieve: 182.9 grams
Cumulative mass retained on the #100 sieve: 205.4 grams
Cumulative mass retained on the #200 sieve: 222 grams
Cumulative mass retained on the pan (fine grain): 478.5 grams
Mass of all coarse aggregate: 3905 grams
Mass of all fine aggregate: 478.5 grams
Percentage of coarse material: 36 %
Percentage of fine material: 64 %
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:95 %
Cumulative percent passing the 3/4 in. sieve:90 %
Cumulative percent passing the 1/2 in. sieve:81 %
Cumulative percent passing the 3/8 in. sieve:76 %
Cumulative percent passing the #4 sieve:64 %
Cumulative percent passing the #8 sieve:55 %
Cumulative percent passing the #16 sieve:49 %
Cumulative percent passing the #30 sieve:44 %
Cumulative percent passing the #50 sieve:40 %
Cumulative percent passing the #100 sieve:37 %
Cumulative percent passing the #200 sieve:34 %
General comments (publicly viewable) (Max 1000 characters): End result is correct. Fields are poorly named. It is not clear which values are desired in some fields.

Test was verified on 02/19/2020