Test 2016-06-03-21-1 (CTM 214-August 2010) Summary

Project Information
Project IdentifiersProject ID: 209616
DEA: 024E4404
EFIS: 0200020285
DIST-CO-RTE-PM02-MOD-139-R10.7/28.0
Work DescriptionFULL DEPTH PAVEMENT RECLAMATION, HMA AND RUBBERIZED HMA.
Location DescriptionIN MODOC COUNTY ABOUT 17 MILES SOUTH OF NEWELL FROM 0.1 MILE NORTHOF BOLES ROAD TO 0.1 MILE SOUTH OF PEREZ ROAD.
Sample Information
Sample Taken Date6/3/2016 Sample Unique Key21
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 testingNot set
Sample typeQuality Control A brief description of the samplethree quarter inch HMA Type A
The quantity of what the sample constitutes4bags From where was the sample collectedSource
First name of sampler or witnessed byEdward Last name of sampler or witnessed byCortez
Title of samplerUnknown Laboratory sample identification16CPCC-0274
The fabricator/manufacturer/facility nameShaw pit Transportation Laboratory (TL) NumberC847794
Inspector Lot Number from the Transportation Laboratory (TL) Form16-08-s1 Structure unique identifierNot set
Structure nameNot set
Material Information
Material TypeAggregate Source Identification (SMARA or name of Pit)91-25-0008::SHAW PIT
The fabricator's/manufacturer's product name for the sample The fabricator/manufacturer designation for the sample
The plant number A detailed description of where the material sample was collectedStockpile
Where the material sample would have been placed if not sampled Primary Aggregate Nominal Size1 inch
The concrete mix design number Lot numberNot set
Sublot numberNot set HMA Design ID
Test Details
DIME Sample ID: 2016-06-03-21
DIME Test ID: 2016-06-03-21-1
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: 2016-07-18
Test Results

What size aggregate is being tested?: Fine and Coarse Aggregate
Input Type: Calculated
Tester's full name: Benjamin Lenz
Date of test: 07/13/2016
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 #4 sieve: no data
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
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:3.3 %
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
Weighted Average Percent Loss of Fine Aggregate:4.1 %
General comments (publicly viewable) (Max 250 characters):

Test was verified on 07/18/2016