Summary for Test 2015-07-02-18-1

Test performed: CTM 214-August 2010

Project Information

Project IdentifiersProject ID: 210207
DEA: 02299714
EFIS: 0212000022
DIST-CO-RTE-PM02-MOD-299-39.3/40.5
Award Date05/27/2015
Closeout Date02/23/2016
Work DescriptionWIDEN SHOULDERS, IMPROVE DRAINAGE, AND INSTALL RADAR FEEDBACK SIGNS
Location DescriptionMODOC COUNTY IN AND NEAR ALTURAS FROM 0.2 MILE WEST OF MILL STREET TO 0.1 MILE EAST OF OAK STREET
QA Service Level1 (Verified on 06/26/2015)

Sample Information

Sample Taken Date07/02/2015 Sample Unique Key18
Date that the sample was received by the laboratory/organization performing the testing10/22/2015 Sample typeDepartment Acceptance
A brief description of the samplesand The quantity of what the sample constitutes1 bag
From where was the sample collectedSource First name of sampler or witnessed byWard
Last name of sampler or witnessed byJenkins Title of samplerUnknown
Telephone number of samplerUnknown Laboratory sample identification15FPCC-0324
Linked DIME Sample IDUnknown The fabricator/manufacturer/facility nameEagle Peak Rock and Paving
Transportation Laboratory (TL) NumberC847790 Inspector Lot Number from the Transportation Laboratory (TL) FormUnknown
Structure unique identifierNot set Structure nameNot set
Bid ItemNot set

Material Information

Material TypeAggregate Source Identification (SMARA, name of Pit or Job Site)91-25-0029
The fabricator's/manufacturer's product name for the sampleUnknown The fabricator/manufacturer designation for the sampleUnknown
The plant numberUnknown A detailed description of where the material sample was collectedStockpile
Where the material sample would have been placed if not sampledUnknown Primary Aggregate Nominal Size
The concrete mix design number Lot numberNot set
Sublot numberNot set Aggregate Mix NumberNot set

Test Details

DIME Sample ID: 2015-07-02-18
DIME Test ID: 2015-07-02-18-1
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: 2015-11-17

Test Results


What size aggregate is being tested?: Fine Aggregate
Input Type: Calculated
Tester's full name: Thomas Stinnett
Date of test: 11/16/2015
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: 11.3 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 11/17/2015 ✔