Test 2016-05-11-7-1 (CTM 202-November 2011) Summary

Project Information
Project IdentifiersProject ID: 7613
DEA: 071218W4
EFIS: 0700021119
DIST-CO-RTE-PM07-LA-5-29.4/31.6
Work DescriptionREALIGN ROUTE 5 AND RAILROAD TRACKS AND RECONFIGURE ON- AND OFF-RAMPS.
Location DescriptionLOS ANGELES COUNTY IN BURBANK FROM WEST MAGNOLIA BOULEVARD OVERCROSSING TO 0.3 MILE NORTH OF BUENA VISTA STREET/WINONA AVENUE UNDERCROSSING
Sample Information
Sample Taken Date5/11/2016 Sample Unique Key7
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 testing5/13/2016
Sample typeAcceptance A brief description of the sampleStructure Backfill
The quantity of what the sample constitutes2 Bags From where was the sample collectedJob Site
First name of sampler or witnessed byUnknown Last name of sampler or witnessed byUnknown
Title of samplerUnknown Laboratory sample identification6171B
The fabricator/manufacturer/facility nameNA Transportation Laboratory (TL) NumberUnknown
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 collectedRW 1630 on site
Where the material sample would have been placed if not sampledUnknown
Test Details
DIME Sample ID: 2016-05-11-7
DIME Test ID: 2016-05-11-7-1
Testing Lab: CT - Southern Regional Laboratory
Test Method: CTM 202-November 2011: Method of Test for Sieve Analysis of Fine and Coarse Aggregates
Test Release Date: 2019-10-15
Test Results

What size aggregate is being tested?: Combined Gradation
Individual or cumulative mass retained on each sieve?: Cumulative Mass Retained
Input Type: Calculated
Tester's full name: Danilo Ferrer
Date of test: 05/17/2016
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:98 %
Cumulative percent passing the 1/2 in. sieve:91 %
Cumulative percent passing the 3/8 in. sieve:86 %
Cumulative percent passing the #4 sieve:77 %
Cumulative percent passing the #8 sieve:70 %
Cumulative percent passing the #16 sieve:62 %
Cumulative percent passing the #30 sieve:52 %
Cumulative percent passing the #50 sieve:39 %
Cumulative percent passing the #100 sieve:25 %
Cumulative percent passing the #200 sieve:17 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 10/15/2019