Test 2013-05-31-6578873-2 (CTM 214-August 2010) Summary

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Project Information
Project IdentifiersProject ID: 7728
DEA: 020E4404
DIST-CO-RTE-PM02-SIS-97-2.5/2.9
Work DescriptionWIDENING, PAVING, STRIPING
Location DescriptionSISKIYOU COUNTY NEAR WEED FROM 0.1 MILE SOUTH OF MAPLE AVENUE TO 0.1 MILE NORTH OF FIRST AVENUE
Sample Information
Sample Taken Date5/31/2013 Sample Unique Key6578873
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 testing5/15/2013
Sample typeAnnual Source Testing A brief description of the sample1x4 / fine HMA type A
The quantity of what the sample constitutes1 Bag From where was the sample collectedSource
First name of sampler or witnessed byNicole Last name of sampler or witnessed byMalory
Title of samplerTE Laboratory sample identification13ASPH-0205/C847778
The fabricator/manufacturer/facility nameFawndale Rock Quarry / J.F. Shea 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)91-45-0017
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 collectedStockpiles
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: 2013-05-31-6578873
DIME Test ID: 2013-05-31-6578873-2
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: 2013-05-31
Test Results

What size aggregate is being tested?: Coarse Aggregate
Input Type: Calculated
Tester's full name: Thomas Stinnnett
Date of test: 05/31/2013
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 05/31/2013