Test 2013-08-02-994-1 (CTM 202-November 2011) Summary

Project Information
Project IdentifiersProject ID: 3995
DEA: 072332A4
EFIS: 0700000390
DIST-CO-RTE-PM07-LA-5-R46.3/R50.0
Work DescriptionWIDEN ROADWAY AND BRIDGES WITH PCC AND CONSTRUCT RETAINING WALLS.
Location DescriptionLOS ANGELES COUNTY IN AND NEAR SANTA CLARITA FROM 0.3 MILE SOUTH OF WELDON CANYON OVERCROSSING TO 0.4 MILE SOUTH OF PICO CANYON ROAD/LYONS AVENUE OVERCROSSING
Sample Information
Sample Taken Date8/2/2013 Sample Unique Key994
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 testing8/7/2013
Sample typeAcceptance A brief description of the sampleNative Material
The quantity of what the sample constitutes1 Bag From where was the sample collectedJob Site
First name of sampler or witnessed bynone Last name of sampler or witnessed bynone
Title of samplerUnknown Laboratory sample identification3222B
The fabricator/manufacturer/facility nameThe Field Transportation Laboratory (TL) NumberUnknown
Inspector Lot Number from the Transportation Laboratory (TL) FormUnknown Structure unique identifierNot set
Structure nameNot set
Material Information
Material TypeAggregate Source Identification (SMARA or name of Pit)None
The fabricator's/manufacturer's product name for the sampleUnknown The fabricator/manufacturer designation for the sampleUnknown
The plant numberUnknown A detailed description of where the material sample was collectedNative material taken in the field
Where the material sample would have been placed if not sampledUnknown Primary Aggregate Nominal Size
The concrete mix design number Lot numberNot set
Sublot numberNot set HMA Design ID
Test Details
DIME Sample ID: 2013-08-02-994
DIME Test ID: 2013-08-02-994-1
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: 2015-02-20
Test Results

What size aggregate is being tested?: Combined Gradation
Individual or cumulative mass retained on each sieve?: Individual Mass Retained
Input Type: Calculated
Tester's full name: Nemencio Daof
Date of test: 08/14/2013
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:99 %
Cumulative percent passing the 1 1/2 in. sieve:97 %
Cumulative percent passing the 1 in. sieve:96 %
Cumulative percent passing the 3/4 in. sieve:96 %
Cumulative percent passing the 1/2 in. sieve:95 %
Cumulative percent passing the 3/8 in. sieve:94 %
Cumulative percent passing the #4 sieve:92 %
Cumulative percent passing the #8 sieve:89 %
Cumulative percent passing the #16 sieve:86 %
Cumulative percent passing the #30 sieve:83 %
Cumulative percent passing the #50 sieve:78 %
Cumulative percent passing the #100 sieve:72 %
Cumulative percent passing the #200 sieve:60 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 02/20/2015