Test 2014-07-30-5304336-1 (CTM 202-November 2011) Summary

Project Information
Project IdentifiersProject ID: 7428
DEA: 07215944
EFIS: 0700001834
DIST-CO-RTE-PM07-LA-5-4.0/5.9
Work DescriptionRECONSTRUCT AND WIDEN FREEWAY AND UNDERCROSSING STRUCTURES.
Location DescriptionLOS ANGELES COUNTY IN NORWALK FROM 0.4 MILE SOUTH OF SAN ANTONIO DRIVE UNDERCROSSING TO 0.7 MILE NORTH OF PIONEER BOULEVARD UNDERCROSSING
Sample Information
Sample Taken Date7/30/2014 Sample Unique Key5304336
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 testing7/30/2014
Sample typeAcceptance A brief description of the sampleClass 2 Aggregate Base
The quantity of what the sample constitutes2 Bags From where was the sample collectedSource
First name of sampler or witnessed byMalik Last name of sampler or witnessed byAli
Title of samplerAssistant RE Laboratory sample identification4207B
The fabricator/manufacturer/facility name5 NB Offramp to Norwalk Blvd 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)Unknown
The fabricator's/manufacturer's product name for the sample The fabricator/manufacturer designation for the sample
The plant number A detailed description of where the material sample was collected5 NB Offramp to Norwalk Blvd
Where the material sample would have been placed if not sampled Primary Aggregate Nominal Size
The concrete mix design number Lot numberNot set
Sublot numberNot set HMA Design ID
Test Details
DIME Sample ID: 2014-07-30-5304336
DIME Test ID: 2014-07-30-5304336-1
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?: Cumulative Mass Retained
Input Type: Calculated
Tester's full name: Nader Rashidi
Date of test: 08/01/2014
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:91 %
Cumulative percent passing the 1/2 in. sieve:72 %
Cumulative percent passing the 3/8 in. sieve:60 %
Cumulative percent passing the #4 sieve:39 %
Cumulative percent passing the #8 sieve:30 %
Cumulative percent passing the #16 sieve:25 %
Cumulative percent passing the #30 sieve:19 %
Cumulative percent passing the #50 sieve:13 %
Cumulative percent passing the #100 sieve:8 %
Cumulative percent passing the #200 sieve:5.9 %
General comments (publicly viewable) (Max 250 characters):

Test was verified on 02/20/2015