Summary for Test 2014-08-05-4-4

Test performed: CTM 214-August 2010

Project Information

Project IdentifiersProject ID: 208798
DEA: 080R1904
EFIS: 0812000031
DIST-CO-RTE-PM08-RIV-74-23.1
Award Date04/03/2014
Closeout Date05/11/2015
Work DescriptionINSTALL LIGHTING AND TRAFFIC SIGNALS.
Location DescriptionRIVERSIDE COUNTY NEAR PERRIS AT THEDA STREET
QA Service Level1 (Verified on 04/16/2014)

Sample Information

Sample Taken Date08/05/2014 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 testing08/05/2014
Sample typeAnnual Source Testing A brief description of the samplePea gravel
The quantity of what the sample constitutes4 Bags From where was the sample collectedSource
First name of sampler or witnessed byTom Last name of sampler or witnessed byMilum
Title of samplerQC Technician Telephone number of sampler
Laboratory sample identification4210B Linked DIME Sample IDNot set
The fabricator/manufacturer/facility nameRobertsons Banning Quarry 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)91-33-0012::BANNING QUARRY
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 collectedStockpiles
Where the material sample would have been placed if not sampled 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: 2014-08-05-4
DIME Test ID: 2014-08-05-4-4
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: 2015-02-20

Test Results


What size aggregate is being tested?: Coarse Aggregate
Input Type: Calculated
Tester's full name: Nemencio Daof
Date of test: 02/20/2015
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:1.7 %
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 2/20/2015