Test 2013-08-02-9602-1 (CTM 214-August 2010) Summary

Project Information
Project IdentifiersProject ID: 668
DEA: 023E7604
EFIS: 0200020162
DIST-CO-RTE-PM02-SIS-5-R50.9/R58.2
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
Sample Information
Sample Taken Date8/2/2013 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 testing9/4/2013
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 Laboratory sample identificationAG130307
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: 2013-08-02-9602-1
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?: Coarse Aggregate
Input Type: Calculated
Tester's full name: Ed Perez
Date of test: 09/20/2013
Percentage Loss of material retained on 2 x 1 ½ in. sieve: no data
Percentage Loss of material retained on 1 ½ x 1 in. sieve: no data
Percentage Loss of material retained on 1 x ¾ in. sieve: no data
Percentage Loss of material retained on ¾ x ½ in. sieve: no data
Percentage Loss of material retained on ½ x ⅜ in. sieve: no data
Percentage Loss of material retained on ⅜ in. x #4 sieve: no data
Percentage Loss of material retained on 2 in. through 1 1/2 in. sieve: no data
Percentage Loss of material retained on 1 in. through 3/4 in. sieve: no data
Percentage Loss of material retained on 3/4 in. through #4 sieve: no data
Weighted Average Percent Loss of Coarse Aggregate:0.5 %
Batch Soundness Loss of Coarse Aggregate (2 1/2 in maximum):no data
Batch Soundness Loss of Coarse Aggregate (1 1/2 in maximum):no data
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 09/20/2013