Test 2017-04-24-6-1 (AGGLP SIEVE_ANALYSIS-1) Summary

Project Information
Project IdentifiersProject ID: 212423
DEA: 010H2104
EFIS: 0117000130
DIST-CO-RTE-PM01-MEN-175-5.9,5.0/9.0
Work DescriptionStorm repairs near Hopland & slide and slipout repair
Location DescriptionIn Mendocino County near Hopland from 1 mile east of Buckman Dr.-Rd. 105B to 0.3 mile east of motorcycle park entrance
Sample Information
Sample Taken Date4/24/2017 Sample Unique Key6
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 testing5/4/2017
Sample typePreliminary A brief description of the sampleSoil
The quantity of what the sample constitutes1 bag From where was the sample collectedJob Site
First name of sampler or witnessed byAnna Last name of sampler or witnessed bySOJOURNER
Title of samplerUnknown Laboratory sample identification17SOIL-0111
The fabricator/manufacturer/facility nameNA Transportation Laboratory (TL) NumberC708862
Inspector Lot Number from the Transportation Laboratory (TL) FormUnknown Structure unique identifierNot set
Structure nameNot set
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 collectedNA
Where the material sample would have been placed if not sampled21 to 25 ft
Test Details
DIME Sample ID: 2017-04-24-6
DIME Test ID: 2017-04-24-6-1
Testing Lab: CT HQ - Sacramento Aggregate Testing Laboratory
Test Method: AGGLP SIEVE_ANALYSIS-1: Soils for Corrosion Sieve Analysis
Test Release Date: 2017-05-16
Test Results

Input Type: Measured
Tester's full name: Benjamin Lenz
Date of test: 05/09/2017
Total mass of material in the sample: 7006 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: 0 grams
Cumulative mass retained on the 3/4 in. sieve: 107 grams
Cumulative mass retained on the 1/2 in. sieve: 637 grams
Cumulative mass retained on the 3/8 in. sieve: 1287 grams
Cumulative mass retained on the #4 sieve: 3043 grams
Cumulative mass retained on the #8 sieve: 462 grams
Total sample mass passing the #4 sieve: 1904 grams
Total mass of fine material in the sample: 953 grams
Mass retained on the pan (fine aggregate): 488 grams
Total cumulative mass of coarse aggregate: 5074 grams
Total cumulative mass of fine aggregate: 950 grams
Sum of coarse and fine aggregate: 6978 grams
Percentage of coarse material: 73 %
Percentage of fine material: 27 %
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:100 %
Cumulative percent passing the 3/4 in. sieve:98 %
Cumulative percent passing the 1/2 in. sieve:89 %
Cumulative percent passing the 3/8 in. sieve:71 %
Cumulative percent passing the #4 sieve:27 %
Cumulative percent passing the #8 sieve:14 %
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Test was verified on 05/09/2017