Test 2014-11-14-2-1 (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 Date11/14/2014 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 testing11/17/2014
Sample typeAcceptance A brief description of the sampleUnknown
The quantity of what the sample constitutes1 Bag From where was the sample collectedSource
First name of sampler or witnessed byRyan Last name of sampler or witnessed byStilte
Title of samplerUnknown Laboratory sample identification14MSE-0359 C874542
The fabricator/manufacturer/facility nameSplit 2 Transportation Laboratory (TL) NumberUnknown
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifierNot set
Structure nameNot set
Material Information
Material TypeSoil The fabricator's/manufacturer's product name for the sampleMSE split 2
The fabricator/manufacturer designation for the sampleUnknown A detailed description of where the material sample was collectedStockpile
Where the material sample would have been placed if not sampledUnknown
Test Details
DIME Sample ID: 2014-11-14-2
DIME Test ID: 2014-11-14-2-1
Testing Lab: CT HQ - Sacramento Concrete Testing Laboratory
Test Method: CTM 202-November 2011: Method of Test for Sieve Analysis of Fine and Coarse Aggregates
Test Release Date: 2014-11-18
Test Results

What size aggregate is being tested?: 1 in. x No. 4 - Coarse Aggregate
Individual or cumulative mass retained on each sieve?: Individual Mass Retained
Input Type: Calculated
Tester's full name: Thomas Stinnett
Date of test: 11/18/2014
Cumulative percent passing the 1 1/2 in. sieve:100 %
Cumulative percent passing the 1 in. sieve:90 %
Cumulative percent passing the 3/4 in. sieve:77 %
Cumulative percent passing the 1/2 in. sieve:64 %
Cumulative percent passing the 3/8 in. sieve:54 %
Cumulative percent passing the #4 sieve:37 %
Cumulative percent passing the #8 sieve:24 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 11/18/2014