Test 2014-03-03-6303951-4 (CTM 214-August 2010) Summary

Project Information
Project IdentifiersProject ID: 209044
DEA: 07278804
EFIS: 0700020197
DIST-CO-RTE-PM07-LA-5-R54.4/R54.8
Work DescriptionUPGRADE EXISTING TRUCK INSPECTION FACILITY AND REPLACE CONCRETE SLABS.
Location DescriptionLOS ANGELES COUNTY IN SANTA CLARITA 4.5 MILES SOUTH OF CASTAIC AT THE CASTAIC TRUCK INSPECTION FACILITY
Sample Information
Sample Taken Date3/3/2014 Sample Unique Key6303951
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 testing3/3/2014
Sample typeAnnual Source Testing A brief description of the sample3/8 Rock
The quantity of what the sample constitutes6 Bags From where was the sample collectedSource
First name of sampler or witnessed byStefan Last name of sampler or witnessed byReder
Title of samplerQuality Assurance Manager Laboratory sample identification4087B
The fabricator/manufacturer/facility nameHi Grade - Littlerock 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)SMARA No. 91-19-0026
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 Size3/8 inch
The concrete mix design number Lot numberNot set
Sublot numberNot set HMA Design ID
Test Details
DIME Sample ID: 2014-03-03-6303951
DIME Test ID: 2014-03-03-6303951-4
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: 2014-04-11
Test Results

What size aggregate is being tested?: Coarse Aggregate
Input Type: Calculated
Tester's full name: Nemencio Daof
Date of test: 03/22/2014
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:3.8 %
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 04/11/2014