Test 2017-02-23-11-1 (AGGLP SIEVE_ANALYSIS-1) Summary

Project Information
Project IdentifiersProject ID: 212300
DEA: 044G3804
EFIS: 0412000463
DIST-CO-RTE-PM04-SON-116-30.9/31.4
Work DescriptionConstruct Bridge, Retaining Walls, Traffic Signal
Location DescriptionSONOMA COUNTY NEAR COTATI FROM 0.3 MILE EAST OF HESSEL ROAD TO 0.1 MILE EAST OF BARTLESON ROAD
Sample Information
Sample Taken Date2/23/2017 Sample Unique Key11
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 testing3/27/2017
Sample typeQuality Control A brief description of the sampleBRIDGE FOUNDATION DESIGN
The quantity of what the sample constitutes1 bag From where was the sample collectedJob Site
First name of sampler or witnessed byMENG HSI Last name of sampler or witnessed byHUNG
Title of samplerUnknown Laboratory sample identification17SOIL-0058
The fabricator/manufacturer/facility nameNA Transportation Laboratory (TL) NumberC232354
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 collectedRC-17-002
Where the material sample would have been placed if not sampled11 TO 15 FT
Test Details
DIME Sample ID: 2017-02-23-11
DIME Test ID: 2017-02-23-11-1
Testing Lab: CT HQ - Sacramento Aggregate Testing Laboratory
Test Method: AGGLP SIEVE_ANALYSIS-1: Soils for Corrosion Sieve Analysis
Test Release Date: 2017-04-10
Test Results

Input Type: Measured
Tester's full name: Phillip Montes
Date of test: 04/03/2017
Total mass of material in the sample: 4247 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: 19 grams
Cumulative mass retained on the 1/2 in. sieve: 0 grams
Cumulative mass retained on the 3/8 in. sieve: 0 grams
Cumulative mass retained on the #4 sieve: 9 grams
Cumulative mass retained on the #8 sieve: 3 grams
Total sample mass passing the #4 sieve: 1092 grams
Total mass of fine material in the sample: 542 grams
Mass retained on the pan (fine aggregate): 540 grams
Total cumulative mass of coarse aggregate: 28 grams
Total cumulative mass of fine aggregate: 543 grams
Sum of coarse and fine aggregate: 1120 grams
Percentage of coarse material: 3 %
Percentage of fine material: 97 %
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:98 %
Cumulative percent passing the 3/8 in. sieve:98 %
Cumulative percent passing the #4 sieve:98 %
Cumulative percent passing the #8 sieve:97 %
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Test was verified on 04/03/2017