Summary for Test 2015-04-16-10-1

Test performed: CTM 214-August 2010

Project Information

Project IdentifiersProject ID: 209905
DEA: 024G00U4
EFIS: 0214000120
DIST-CO-RTE-PM02-SIS-97-2.1/2.5
Award Date11/17/2014
Closeout Date02/23/2016
Work DescriptionHOT MIX ASPHALT, AGGREGATE BASE, ROADWAY EXCAVATION
Location DescriptionSISKIYOU COUNTY NEAR WEED FROM ANGEL VALLEY ROAD TO MAPLE AVENUE
QA Service Level1 (Verified on 12/05/2014)

Sample Information

Sample Taken Date04/16/2015 Sample Unique Key10
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 testing04/16/2015
Sample typeVerification A brief description of the sample3/4
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 byMallory
Title of samplerUnknown Telephone number of samplerUnknown
Laboratory sample identification15CPCC-0213 Linked DIME Sample IDUnknown
The fabricator/manufacturer/facility nameShasta Ranch Aggregates Transportation Laboratory (TL) NumberC847784A
Inspector Lot Number from the Transportation Laboratory (TL) FormUnknown Structure unique identifierNot set
Structure nameNot set

Material Information

Material TypeAggregate Source Identification (SMARA, name of Pit or Job Site)91-45-0057
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: 2015-04-16-10
DIME Test ID: 2015-04-16-10-1
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: 2015-06-01

Test Results


What size aggregate is being tested?: Coarse Aggregate
Input Type: Calculated
Tester's full name: Thomas Stinnett
Date of test: 04/16/2015
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: 0.2 %
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 6/1/2015