Test 2013-09-04-7145-1 (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 Date9/4/2013 Sample Unique Key7145
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 testing10/2/2013
Sample typeAcceptance A brief description of the sampleNative Material
The quantity of what the sample constitutes1 Bag From where was the sample collectedSource
First name of sampler or witnessed byUnknown Last name of sampler or witnessed byUnknown
Title of samplerNot set Laboratory sample identificationNot set
The fabricator/manufacturer/facility nameRW 2521 Transportation Laboratory (TL) Number
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifierNot set
Structure nameNot set
Material Information
Material TypeAggregate Source Identification (SMARA or name of Pit)RW 2521
The fabricator's/manufacturer's product name for the sampleNot set The fabricator/manufacturer designation for the sampleNot set
The plant numberNot set 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 sampledNot set Primary Aggregate Nominal Size
The concrete mix design number Lot numberNot set
Sublot numberNot set HMA Design ID
Test Details
DIME Sample ID: 2013-09-04-7145
DIME Test ID: 2013-09-04-7145-1
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: 2015-02-19
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: Matthew Clayton
Date of test: 10/03/2013
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:100 %
Cumulative percent passing the 1 1/2 in. sieve:100 %
Cumulative percent passing the 1 in. sieve:99 %
Cumulative percent passing the 3/4 in. sieve:98 %
Cumulative percent passing the 1/2 in. sieve:92 %
Cumulative percent passing the 3/8 in. sieve:88 %
Cumulative percent passing the #4 sieve:80 %
Cumulative percent passing the #8 sieve:72 %
Cumulative percent passing the #16 sieve:66 %
Cumulative percent passing the #30 sieve:60 %
Cumulative percent passing the #50 sieve:52 %
Cumulative percent passing the #100 sieve:41 %
Cumulative percent passing the #200 sieve:30 %
General comments (publicly viewable) (Max 250 characters):

Test was verified on 02/19/2015