Summary for Test 2013-08-02-9602-2

Test performed: CTM 214-August 2010

Project Information

Project IdentifiersProject ID: 668
DEA: 023E7604
EFIS: 0200020162
DIST-CO-RTE-PM02-SIS-5-R50.9/R58.2
Award Date12/22/2011
Closeout Date01/30/2017
Work DescriptionRECONSTRUCT ROADWAY WITH CONTINUOUSLY REINFORCED CONCRETE PAVEMENT.
Location DescriptionSISKIYOU COUNTY NEAR YREKA FROM 0.3 MILE SOUTH OF SHASTA RIVER BRIDGE TO 0.1 MILE NORTH OF KLAMATH RIVER ROAD UNDERCROSSING
QA Service Level1 (Verified on 11/21/2011)

Sample Information

Sample Taken Date08/02/2013 Sample Unique Key9602
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 testing09/04/2013
Sample typeAcceptance A brief description of the sample1/2 HMA
The quantity of what the sample constitutes1 bag From where was the sample collectedSource
First name of sampler or witnessed byJosh Last name of sampler or witnessed byDorney
Title of samplerMaterials Tester Telephone number of samplerNot set
Laboratory sample identificationAG130307 Linked DIME Sample IDNot set
The fabricator/manufacturer/facility nameEagle Peak Rock and Paving 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)Eagle Peak
The fabricator's/manufacturer's product name for the sampleVirgin Aggregate The fabricator/manufacturer designation for the sample1/2 HMA
The plant numberNot set A detailed description of where the material sample was collectedSample pad
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: 2013-08-02-9602
DIME Test ID: 2013-08-02-9602-2
Testing Lab: CT HQ - Sacramento Aggregate Testing Laboratory
Test Method: CTM 214-August 2010: Method of Test for Soundness of Aggregates by Use of Sodium Sulfate
Test Release Date: 2013-09-20

Test Results


What size aggregate is being tested?: Fine Aggregate
Input Type: Calculated
Tester's full name: Ed Perez
Date of test: 09/20/2013
Percentage Loss of material retained on #8 sieve: no data
Percentage Loss of material retained on #16 sieve: no data
Percentage Loss of material retained on #30 sieve: no data
Percentage Loss of material retained on #50 sieve: no data
Percentage Loss of material retained on #100 sieve: no data
Weighted Average Percent Loss of Fine Aggregate:1.1 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 9/20/2013