Test 2014-08-27-7-1 (CTM 202-November 2011) Summary

Project Information
Project IdentifiersProject ID: 3951
DEA: 07202114
EFIS: 0700020869
DIST-CO-RTE-PM07-LA-710-17.2/26.4
Work DescriptionPAVE ROADWAY WITH LONG LIFE PAVEMENT AND WIDEN ROADWAY AND BRIDGES
Location DescriptionLOS ANGELES COUNTY ON ROUTE 710 AT VARIOUS LOCATIONS FROM LOS ANGELES RIVER BRIDGE TO RAMONA BOULEVARD UNDERCROSSING
Sample Information
Sample Taken Date8/27/2014 Sample Unique Key7
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 testing8/28/2014
Sample typeAcceptance A brief description of the sampleClass 3 Aggregate Base
The quantity of what the sample constitutes1 Bag From where was the sample collectedSource
First name of sampler or witnessed byRamsey Last name of sampler or witnessed byDoumani
Title of samplerMaterials Tester Laboratory sample identification4240B
The fabricator/manufacturer/facility nameStockpile at the contractors yard 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)Atlantic Blvd contractors yard
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 collectedAtlantic Blvd contractors yard
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: 2014-08-27-7
DIME Test ID: 2014-08-27-7-1
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: Vincent Onoh
Date of test: 09/02/2014
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:92 %
Cumulative percent passing the 1/2 in. sieve:69 %
Cumulative percent passing the 3/8 in. sieve:59 %
Cumulative percent passing the #4 sieve:59 %
Cumulative percent passing the #8 sieve:34 %
Cumulative percent passing the #16 sieve:28 %
Cumulative percent passing the #30 sieve:22 %
Cumulative percent passing the #50 sieve:16 %
Cumulative percent passing the #100 sieve:11 %
Cumulative percent passing the #200 sieve:8 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 02/20/2015