Summary for Test 2014-06-04-9455025-2

Test performed: ASTM C136-06

Project Information

Project IdentifiersProject ID: 209175
DEA: 030F2204
EFIS: 0300000072
DIST-CO-RTE-PM03-ED-50-R30.7/R31.7
Award Date02/25/2014
Closeout Date07/30/2015
Work DescriptionREPLACE BRIDGE.
Location DescriptionSLY PARK UNDERCROSSING
QA Service Level1 (Verified on 11/01/2013)

Sample Information

Sample Taken Date06/04/2014 Sample Unique Key9455025
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 testing06/04/2014
Sample typeQuality Control A brief description of the sampleAbutment 1 Stage 1 Concrete 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 samplerField Technician Telephone number of samplerNot set
Laboratory sample identificationNot set Linked DIME Sample IDNot 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, name of Pit or Job Site)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 Aggregate Mix NumberNot set

Test Details

DIME Sample ID: 2014-06-04-9455025
DIME Test ID: 2014-06-04-9455025-2
Testing Lab: Viking Construction Company, Incorporated - Rancho Cordova
Test Method: ASTM C136-06: Standard Test Method for Sieve Analysis of Fine and Coarse Aggregates
Test Release Date: 2014-07-02

Test Results


What type of gradation is being tested?: Fine Aggregate
Input Type: Calculated
Tester's full name: Andrei Polischuk
Date of test: 06/04/2014
Cumulative percent passing the 3/8 in. sieve: 100 %
Cumulative percent passing the #4 sieve: 100 %
Cumulative percent passing the #8 sieve: 84 %
Cumulative percent passing the #16 sieve: 69 %
Cumulative percent passing the #30 sieve: 40 %
Cumulative percent passing the #50 sieve: 15 %
Cumulative percent passing the #100 sieve: 5 %
Cumulative percent passing the #200 sieve: 2.4 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 7/2/2014