Test 2013-12-18-6009090-4 (CTM 214-August 2010) Summary

Project Information
Project IdentifiersProject ID: 3811
DEA: 071219U4
EFIS: 0700001829
DIST-CO-RTE-PM07-LA-5,170-58.0/63.4,R32.3/R33.1
Work DescriptionConstruct HOV lanes, connectors and replace slabs.
Location DescriptionLOS ANGELES COUNTY IN LOS ANGELES ON ROUTE 5 FROM 0.1 KM NORTH OF SHELDON STREET OVERCROSSING TO ROUTE 5/118 SEPARATION AND ON ROUTE 170 FROM 0.1 KM SOUTH OF ARLETA/SHELDON UNDERCROSSING TO ROUTE 5/170 SEPARATION
Sample Information
Sample Taken Date12/18/2013 Sample Unique Key6009090
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 testing1/8/2014
Sample typeAnnual Source Testing A brief description of the sample1 x 4
The quantity of what the sample constitutes8 Bags From where was the sample collectedSource
First name of sampler or witnessed byJeff Last name of sampler or witnessed byPollard
Title of samplerSupervisor of Technical Services Laboratory sample identification4006B
The fabricator/manufacturer/facility nameVulcan Sun Valley - Big Rock Creek 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)NA
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 collectedStockpile
Where the material sample would have been placed if not sampledNot set Primary Aggregate Nominal Size1 inch
The concrete mix design number Lot numberNot set
Sublot numberNot set HMA Design ID
Test Details
DIME Sample ID: 2013-12-18-6009090
DIME Test ID: 2013-12-18-6009090-4
Testing Lab: CT - Southern Regional Laboratory
Test Method: CTM 214-August 2010: Method of Test for Soundness of Aggregates by Use of Sodium Sulfate
Test Release Date: 2014-04-07
Test Results

What size aggregate is being tested?: Coarse Aggregate
Input Type: Calculated
Tester's full name: Nemencio Daof
Date of test: 02/21/2014
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:3.5 %
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 04/07/2014