Test 2014-01-14-1850-2 (ASTM C117-04) 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 Date1/14/2014 Sample Unique Key1850
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 testing1/14/2014
Sample typeQuality Control A brief description of the sample3/8-inch concrete aggregates
The quantity of what the sample constitutes1 bag From where was the sample collectedSource
First name of sampler or witnessed byJames Last name of sampler or witnessed bySanchez
Title of samplerField Technician Laboratory sample identificationNot set
The fabricator/manufacturer/facility nameHigh 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)3/8-inch concrete aggregate
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 collectedconveyor belt
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: 2014-01-14-1850
DIME Test ID: 2014-01-14-1850-2
Testing Lab: SCST, LLC.
Test Method: ASTM C117-04: Standard Test Method for Materials Finer than 75-μm (No. 200) Sieve in Mineral Aggregates by Washing
Test Release Date: 2014-01-28
Test Results

Input Type: Calculated
Tester's full name: Nicolas Winters
Date of test: 01/17/2014
The method used?: Procedure A
Percent finer than No. 200 sieve:0.9 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 01/28/2014