Test 2021-02-24-23-1 (CTM 202-November 2011) Summary

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Project Information
Project IdentifiersProject ID: 215676
DEA: 020J6404
EFIS: 0219000145
DIST-CO-RTE-PM02-PLU-36-R13.6/R14.2
Work DescriptionA13 at Route 36 Safety
Location DescriptionIn Plumas County near Chester from 0.2 mile west of Bailey Creek Bridge to 0.3 mile east of County Road A-13.
Sample Information
Sample Taken Date2/24/2021 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 testing2/24/2021
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 sampler Laboratory sample identificationD78747
The fabricator/manufacturer/facility nameIn Situ Transportation Laboratory (TL) Number824581
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-36-13.8, Shoulder Slope, 6 to 12-inch Depth
Where the material sample would have been placed if not sampled
Test Details
DIME Sample ID: 2021-02-24-23
DIME Test ID: 2021-02-24-23-1
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: 2021-04-09
Test Results

What size aggregate is being tested?: Combined Gradation
Individual or cumulative mass retained on each sieve?: Individual Mass Retained
Input Type: Measured
Tester's full name: Karen Rios Dorado
Date of test: 02/26/2021
Total mass of coarse aggregate: 1815 grams
Individual mass retained on the 3 in. sieve: 0 grams
Individual mass retained on the 2 1/2 in. sieve: 0 grams
Individual mass retained on the 2 in. sieve: 0 grams
Individual mass retained on the 1 1/2 in. sieve: 157 grams
Individual mass retained on the 1 in. sieve: 247 grams
Individual mass retained on the 3/4 in. sieve: 100 grams
Individual mass retained on the 1/2 in. sieve: 253 grams
Individual mass retained on the 3/8 in. sieve: 211 grams
Individual mass retained on the #4 sieve: 847 grams
Individual mass retained on the pan (coarse aggregate): 7682 grams
Total mass of fine aggregate: 440.7 grams
Individual mass retained on the #8 sieve: 53.3 grams
Individual mass retained on the #16 sieve: 50.5 grams
Individual mass retained on the #30 sieve: 46.3 grams
Individual mass retained on the #50 sieve: 47.2 grams
Individual mass retained on the #100 sieve: 46.8 grams
Individual mass retained on the #200 sieve: 36.3 grams
Individual mass retained on the pan (fine aggregate): 160.3 grams
Total mass of coarse aggregate: 1815 grams
Total mass of fine aggregate: 441 grams
Percentage of coarse material: 19 %
Percentage of fine material: 81 %
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:98 %
Cumulative percent passing the 1 in. sieve:96 %
Cumulative percent passing the 3/4 in. sieve:95 %
Cumulative percent passing the 1/2 in. sieve:92 %
Cumulative percent passing the 3/8 in. sieve:90 %
Cumulative percent passing the #4 sieve:81 %
Cumulative percent passing the #8 sieve:71 %
Cumulative percent passing the #16 sieve:62 %
Cumulative percent passing the #30 sieve:53 %
Cumulative percent passing the #50 sieve:45 %
Cumulative percent passing the #100 sieve:36 %
Cumulative percent passing the #200 sieve:29.4 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 04/09/2021