Test 2014-06-24-8156118-1 (ASTM C136-06) Summary

Project Information
Project IdentifiersProject ID: 209175
DEA: 030F2204
EFIS: 0300000072
Work DescriptionREPLACE BRIDGE.
Sample Information
Sample Taken Date6/24/2014 Sample Unique Key8156118
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 testing6/24/2014
Sample typeQuality Control A brief description of the sampleAbutment 2 First Step Retaining Wall Footing E Side Aggregate
The quantity of what the sample constitutes1 bag From where was the sample collectedSource
First name of sampler or witnessed byAndrei Last name of sampler or witnessed byPolischuk
Title of samplerNot set Laboratory sample identificationNot set
The fabricator/manufacturer/facility nameFolsom Ready Mix 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)Folsom Ready Mix Stockpile
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 collectedFolsom Ready Mix Stockpile
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: 2014-06-24-8156118
DIME Test ID: 2014-06-24-8156118-1
Testing Lab: Viking Construction Company, Inc. - Rancho Cordova
Test Method: ASTM C136-06: Standard Test Method for Sieve Analysis of Fine and Coarse Aggregates
Test Release Date: 2014-07-07
Test Results

What type of gradation is being tested?: 1 in. x No. 4 - Coarse Aggregate
Input Type: Calculated
Tester's full name: Andrei Polischuk
Date of test: 06/24/2014
Cumulative percent passing the 1 1/2 in. sieve:100 %
Cumulative percent passing the 1 in. sieve:99 %
Cumulative percent passing the 3/4 in. sieve:90 %
Cumulative percent passing the 1/2 in. sieve:51 %
Cumulative percent passing the 3/8 in. sieve:25 %
Cumulative percent passing the #4 sieve:2 %
Cumulative percent passing the #8 sieve:1 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 07/07/2014