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
Date that the sample was received by the laboratory/organization performing the testing09/04/2013 Sample typeDepartment Acceptance
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
Bid ItemNot set

Material Information

Material TypeAggregate Source Identification (SMARA, name of Pit or Job Site)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 Aggregate Mix NumberNot set

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 ✔