Test 2017-01-31-2-1 (CTM 202-November 2011) Summary

Project Information
Project IdentifiersProject ID: 208852
DEA: 040A5344
EFIS: 0400021131
COOP: 042491
DIST-CO-RTE-PM04-SOL-80,80-R11.4/13.0
Work DescriptionREALIGN I-680 TO CONNECT DIRECTLY WITH THE I-80/SR-12 INTERCHANGE.
Location DescriptionIN SOLANO COUNTY NEAR FAIRFIELD.
Sample Information
Sample Taken Date1/31/2017 Sample Unique Key2
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 testing2/1/2017
Sample typeQuality Control A brief description of the sampleSoil
The quantity of what the sample constitutes 2 bags From where was the sample collectedJob Site
First name of sampler or witnessed byChris Last name of sampler or witnessed byMoulton
Title of samplerUnknown Laboratory sample identification17SOIL-0006
The fabricator/manufacturer/facility nameNA Transportation Laboratory (TL) NumberC839658
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 collected5 FT EAST OF RIGHT PILE
Where the material sample would have been placed if not sampled20_21 FT
Test Details
DIME Sample ID: 2017-01-31-2
DIME Test ID: 2017-01-31-2-1
Testing Lab: CT HQ - Sacramento Aggregate Testing Laboratory
Test Method: CTM 202-November 2011: Method of Test for Sieve Analysis of Fine and Coarse Aggregates
Test Release Date: 2017-02-15
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: Benjamin Lenz
Date of test: 02/02/2017
Total mass of coarse aggregate: 696 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: 0 grams
Individual mass retained on the 1 in. sieve: 0 grams
Individual mass retained on the 3/4 in. sieve: 0 grams
Individual mass retained on the 1/2 in. sieve: 0 grams
Individual mass retained on the 3/8 in. sieve: 0 grams
Individual mass retained on the #4 sieve: 0 grams
Individual mass retained on the pan (coarse aggregate): 696 grams
Total mass of fine aggregate: 348 grams
Individual mass retained on the #8 sieve: 1 grams
Individual mass retained on the #16 sieve: 0 grams
Individual mass retained on the #30 sieve: 0 grams
Individual mass retained on the #50 sieve: 0 grams
Individual mass retained on the #100 sieve: 0 grams
Individual mass retained on the #200 sieve: 0 grams
Individual mass retained on the pan (fine aggregate): 347 grams
Total mass of coarse aggregate: 0 grams
Total mass of fine aggregate: 348 grams
Percentage of coarse material: 0 %
Percentage of fine material: 100 %
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: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:100 %
Cumulative percent passing the #8 sieve:100 %
Cumulative percent passing the #16 sieve:100 %
Cumulative percent passing the #30 sieve:100 %
Cumulative percent passing the #50 sieve:100 %
Cumulative percent passing the #100 sieve:100 %
Cumulative percent passing the #200 sieve:100 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 02/08/2017