Test 2014-03-28-10006580-1 (CTM 202-November 2011) Summary

Project Information
Project IdentifiersProject ID: 7427
DEA: 07215934
EFIS: 0700001833
DIST-CO-RTE-PM07-LA-5-2.4/4.0
Work DescriptionWiden and Realign Freeway and Construct Ped OC, OC and UC Structures.
Location DescriptionLOS ANGELES COUNTY IN SANTA FE SPRINGS AND NORWALK FROM 0.1 MILE NORTH OF CARMENITA ROAD OVERCROSSING TO 0.1 MILE NORTH OF SILVERBOW AVENUE PEDESTRIAN OVERCROSSING
Sample Information
Sample Taken Date3/28/2014 Sample Unique Key10006580
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 testing4/2/2014
Sample typeAcceptance A brief description of the sampleClass 2 AB
The quantity of what the sample constitutes2 Bags From where was the sample collectedOther
First name of sampler or witnessed byArnold Last name of sampler or witnessed byTruong
Title of samplerMREA Laboratory sample identification4121B
The fabricator/manufacturer/facility name25th Street Recycle Plant 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 sampleNot set The fabricator/manufacturer designation for the sampleNot set
The plant numberNot set A detailed description of where the material sample was collectedI-5 South Shoemaker OC
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: 2014-03-28-10006580
DIME Test ID: 2014-03-28-10006580-1
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: Danilo Ferrer
Date of test: 04/03/2014
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:97 %
Cumulative percent passing the 1/2 in. sieve:83 %
Cumulative percent passing the 3/8 in. sieve:74 %
Cumulative percent passing the #4 sieve:57 %
Cumulative percent passing the #8 sieve:46 %
Cumulative percent passing the #16 sieve:38 %
Cumulative percent passing the #30 sieve:29 %
Cumulative percent passing the #50 sieve:21 %
Cumulative percent passing the #100 sieve:14 %
Cumulative percent passing the #200 sieve:10.8 %
General comments (publicly viewable) (Max 250 characters):

Test was verified on 02/20/2015