Test 2016-05-09-8-1 (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 Date5/9/2016 Sample Unique Key8
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 testing5/10/2016
Sample typeAnnual Source Testing A brief description of the sampleOne half inch Washed Crushed Rock
The quantity of what the sample constitutes6 Bags From where was the sample collectedSource
First name of sampler or witnessed bySteve Last name of sampler or witnessed byYturralde
Title of samplerQC Tech Laboratory sample identification6162B
The fabricator/manufacturer/facility nameVulcan Corona Transportation Laboratory (TL) NumberC-16-104
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)SMARA 91 33 0027
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 collectedVulcan Corona Stockpiles
Where the material sample would have been placed if not sampledUnknown Primary Aggregate Nominal Size1/2 inch
The concrete mix design numberUnknown Lot numberNot set
Sublot numberNot set HMA Design ID
Test Details
DIME Sample ID: 2016-05-09-8
DIME Test ID: 2016-05-09-8-1
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?: 0.5 in. x No. 4 - Coarse Aggregate
Individual or cumulative mass retained on each sieve?: Cumulative Mass Retained
Input Type: Calculated
Tester's full name: Babak Razaei
Date of test: 06/02/2016
Cumulative percent passing the 3/4 in. sieve:100 %
Cumulative percent passing the 1/2 in. sieve:90 %
Cumulative percent passing the 3/8 in. sieve:51 %
Cumulative percent passing the #4 sieve:6 %
Cumulative percent passing the #8 sieve:1 %
General comments (publicly viewable) (Max 250 characters):

Test was verified on 10/15/2019