Test 2014-10-30-2-1 (CTM 202-November 2011) Summary

Project Information
Project IdentifiersProject ID: 209046
DEA: 120F96E4
EFIS: 1200020279
DIST-CO-RTE-PM12-ORA-5,162-6.2/8.7
Work DescriptionCONSTRUCT HOV LANE. RECONSTRUCT RAMPS AND STRUCTURES WIDENING,
Location DescriptionORANGE COUNTY FROM 0.4 MILE NORTH OF CAMINO DE ESTRELLA OVERCROSSING TO 0.2 MILE SOUTH OF SAN JUAN CREEK ROAD UNDERCROSSING
Sample Information
Sample Taken Date10/30/2014 Sample Unique Key2
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 testing10/30/2014
Sample typeAcceptance A brief description of the samplesoil
The quantity of what the sample constitutes1 Bag From where was the sample collectedSource
First name of sampler or witnessed byParvin Last name of sampler or witnessed bySebh
Title of samplerUnknown Laboratory sample identification14Soil0348 C874540
The fabricator/manufacturer/facility nameBent 5 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)55-0226
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 collected105 Elev
Where the material sample would have been placed if not sampledUnknown Primary Aggregate Nominal Size
The concrete mix design number Lot numberNot set
Sublot numberNot set HMA Design ID
Test Details
DIME Sample ID: 2014-10-30-2
DIME Test ID: 2014-10-30-2-1
Testing Lab: CT HQ - Sacramento Aggregate Testing Laboratory
Test Method: CTM 202-November 2011: Method of Test for Sieve Analysis of Fine and Coarse Aggregates
Test Release Date: 2014-11-05
Test Results

What size aggregate is being tested?: 0.5 in. x No. 4 - Coarse Aggregate
Individual or cumulative mass retained on each sieve?: Individual Mass Retained
Input Type: Calculated
Tester's full name: Thomas Stinnett
Date of test: 10/30/2014
Cumulative percent passing the 3/4 in. sieve:100 %
Cumulative percent passing the 1/2 in. sieve:100 %
Cumulative percent passing the 3/8 in. sieve:100 %
Cumulative percent passing the #4 sieve:100 %
Cumulative percent passing the #8 sieve:100 %
General comments (publicly viewable) (Max 1000 characters): Sample sent to Corrosion Lab for testing.

Test was verified on 11/05/2014