Test 2013-10-15-9201-5 (ASTM C136-06) Summary

Project Information
Project IdentifiersProject ID: 8127
DEA: 080N5904
EFIS: 0800000533
DIST-CO-RTE-PM08-SBD-40-R85.2
Work DescriptionCONSTRUCT PC/PS BULB-TEE GIRDER BRIDGE
Location DescriptionSAN BERNARDINO COUNTY NEAR ESSEX AT VAN WINKLE WASH BRIDGE
Sample Information
Sample Taken Date10/15/2013 Sample Unique Key9201
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 testing10/21/2013
Sample typeQuality Control A brief description of the sampleWCS at 90 Yards
The quantity of what the sample constitutes1 bag From where was the sample collectedSource
First name of sampler or witnessed byMike Last name of sampler or witnessed byGeriminsky
Title of samplerField Technician Laboratory sample identificationNot set
The fabricator/manufacturer/facility nameHi-Grade Oro Grande 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)WCS aggregate at 90 Yards
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 collectedHi-Grade Oro Grande
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: 2013-10-15-9201
DIME Test ID: 2013-10-15-9201-5
Testing Lab: SCST, LLC.
Test Method: ASTM C136-06: Standard Test Method for Sieve Analysis of Fine and Coarse Aggregates
Test Release Date: 2013-10-21
Test Results

What type of gradation is being tested?: Fine Aggregate
Input Type: Calculated
Tester's full name: Anthony Stewart
Date of test: 10/18/2013
Cumulative percent passing the 3/8 in. sieve:100 %
Cumulative percent passing the #4 sieve:98 %
Cumulative percent passing the #8 sieve:83 %
Cumulative percent passing the #16 sieve:58 %
Cumulative percent passing the #30 sieve:37 %
Cumulative percent passing the #50 sieve:16 %
Cumulative percent passing the #100 sieve:4 %
Cumulative percent passing the #200 sieve:1.4 %
General comments (publicly viewable) (Max 250 characters):

Test was verified on 10/21/2013