Test 2013-06-27-8201-1 (ASTM C136-06) Summary

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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 Date6/27/2013 Sample Unique Key8201
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 testing7/1/2013
Sample typeQuality Control A brief description of the sample1x4 Aggregates
The quantity of what the sample constitutes1 bag From where was the sample collectedSource
First name of sampler or witnessed byDarren Last name of sampler or witnessed byHicks
Title of samplerLaboratory Technician Laboratory sample identification1x4
The fabricator/manufacturer/facility nameHigh Grade-08 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)1x4
The fabricator's/manufacturer's product name for the sample1x4 The fabricator/manufacturer designation for the sample1x4
The plant numberHigh Grade-08 A detailed description of where the material sample was collectedBatch Plant High Grade-08
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: 2013-06-27-8201
DIME Test ID: 2013-06-27-8201-1
Testing Lab: SCST, LLC.
Test Method: ASTM C136-06: Standard Test Method for Sieve Analysis of Fine and Coarse Aggregates
Test Release Date: 2013-07-02
Test Results

What type of gradation is being tested?: 1 in. x No. 4 - Coarse Aggregate
Input Type: Calculated
Tester's full name: Ron Baudour
Date of test: 06/28/2013
Cumulative percent passing the 1 1/2 in. sieve:100 %
Cumulative percent passing the 1 in. sieve:100 %
Cumulative percent passing the 3/4 in. sieve:87 %
Cumulative percent passing the 1/2 in. sieve:48 %
Cumulative percent passing the 3/8 in. sieve:14 %
Cumulative percent passing the #4 sieve:3 %
Cumulative percent passing the #8 sieve:2 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 07/02/2013