Summary for Test 2016-02-17-4-4

Test performed: CTM 214-August 2010

Project Information

Project IdentifiersProject ID: 7427
DEA: 07215934
EFIS: 0700001833
DIST-CO-RTE-PM07-LA-5-2.4/4.0
Award Date08/14/2012
Closeout Date02/20/2020
Work DescriptionWiden and Realign Freeway and Construct Ped OC, OC and UC Structures.
Location DescriptionLOS ANGELES COUNTY IN SANTA FE SPRINGS AND NORWALK FROM 0.1 MILE NORTH OF CARMENITA ROAD OVERCROSSING TO 0.1 MILE NORTH OF SILVERBOW AVENUE PEDESTRIAN OVERCROSSING
QA Service Level1 (Verified on 11/26/2012)

Sample Information

Sample Taken Date02/17/2016 Sample Unique Key4
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 testing02/19/2016
Sample typeAnnual Source Testing A brief description of the sampleOne and a half inch PCC Aggregates
The quantity of what the sample constitutes10 Bags From where was the sample collectedSource
First name of sampler or witnessed byBong Last name of sampler or witnessed byLimos
Title of samplerQC Technician Telephone number of samplerUnknown
Laboratory sample identification6072B Linked DIME Sample IDUnknown
The fabricator/manufacturer/facility nameVulcan Materials Durbin Transportation Laboratory (TL) NumberC 16 98
Inspector Lot Number from the Transportation Laboratory (TL) FormUnknown Structure unique identifierNot set
Structure nameNot set

Material Information

Material TypeAggregate Source Identification (SMARA or name of Pit)SMARA 91 19 0023
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 collectedStockpiles
Where the material sample would have been placed if not sampledUnknown Primary Aggregate Nominal Size1-1/2 inch
The concrete mix design number Lot numberNot set
Sublot numberNot set HMA Design ID

Test Details

DIME Sample ID: 2016-02-17-4
DIME Test ID: 2016-02-17-4-4
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: 2016-04-21

Test Results


What size aggregate is being tested?: Coarse Aggregate
Input Type: Calculated
Tester's full name: Satish Jain
Date of test: 03/15/2016
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 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:2.1 %
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 4/21/2016