Summary for Test 2017-03-23-9-1

Test performed: AGGLP SIEVE_ANALYSIS-1

Project Information

Project IdentifiersProject ID: 212115
DEA: 044K4504
EFIS: 0417000311
DIST-CO-RTE-PM04-SON-101-37.1/37.2
Award Date03/09/2017
Closeout Date12/20/2017
Work DescriptionConstruct soldier pile wall.
Location DescriptionIN SONOMA COUNTY, ON ROUTE 101, IN HEALDSBURG. REPAIR SLIDE BY CONSTRUCTING SOLDIER PILE TIE-BACK WALL
QA Service Level1 (Verified on 05/14/2017)

Sample Information

Sample Taken Date03/23/2017 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 testing03/27/2017
Sample typeQuality Control A brief description of the sampleFOUNDATION SOIL
The quantity of what the sample constitutes1 bag From where was the sample collectedJob Site
First name of sampler or witnessed byALI Last name of sampler or witnessed byKADDOURA
Title of samplerUnknown Telephone number of samplerUnknown
Laboratory sample identification17SOIL-0057 Linked DIME Sample IDUnknown
The fabricator/manufacturer/facility nameNA Transportation Laboratory (TL) NumberC634144
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 collectedA-17-101
Where the material sample would have been placed if not sampled15 TO 20 FT

Test Details

DIME Sample ID: 2017-03-23-9
DIME Test ID: 2017-03-23-9-1
Testing Lab: CT HQ - Sacramento Aggregate Testing Laboratory
Test Method: AGGLP SIEVE_ANALYSIS-1: Soils for Corrosion Sieve Analysis
Test Release Date: 2017-04-04

Test Results


Input Type: Measured
Tester's full name: Phillip Montes
Date of test: 03/28/2017
Total mass of material in the sample: 6817 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: 0 grams
Cumulative mass retained on the 1/2 in. sieve: 3 grams
Cumulative mass retained on the 3/8 in. sieve: 2 grams
Cumulative mass retained on the #4 sieve: 5 grams
Cumulative mass retained on the #8 sieve: 3 grams
Total sample mass passing the #4 sieve: 1758 grams
Total mass of fine material in the sample: 440 grams
Cumulative mass retained on the pan: 437 grams
Total cumulative mass of coarse aggregate: 10 grams
Total cumulative mass of fine aggregate: 440 grams
Sum of coarse and fine aggregate: 1768 grams
Percentage of coarse material: 1 %
Percentage of fine material: 99 %
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: 100 %
Cumulative percent passing the 1/2 in. sieve: 100 %
Cumulative percent passing the 3/8 in. sieve: 100 %
Cumulative percent passing the #4 sieve: 99 %
Cumulative percent passing the #8 sieve: 98 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 3/28/2017