Test 2019-12-19-27-1 (CTM 202-November 2011) Summary

Project Information
Project IdentifiersProject ID: 213741
DEA: 07325704
EFIS: 0716000089
Location DescriptionSanta Fe Springs, At 14044 Freeway Drive.
Sample Information
Sample Taken Date12/19/2019 Sample Unique Key27
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 testing12/23/2019
Sample typeAcceptance A brief description of the sampleWASHED SAND
The quantity of what the sample constitutes1 BAG From where was the sample collectedDistributor
First name of sampler or witnessed byZAID Last name of sampler or witnessed byAbdelkhaliq
Title of samplerTET Laboratory sample identification9045
The fabricator/manufacturer/facility nameROBERTSON 10 Transportation Laboratory (TL) NumberC07-ZA02
Inspector Lot Number from the Transportation Laboratory (TL) FormBUILDING FOUNDATIN FOOTING Structure unique identifier
Structure name
Material Information
Material TypeAggregate Source Identification (SMARA or name of Pit)Unknown
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 collectedBelt Cut at SECURITY PAVING LA MIRADA
Where the material sample would have been placed if not sampledUnknown Primary Aggregate Nominal Sizefine
The concrete mix design numberUnknown Lot numberUnknown
Sublot numberUnknown HMA Design ID
Test Details
DIME Sample ID: 2019-12-19-27
DIME Test ID: 2019-12-19-27-1
Testing Lab: CT - Southern Regional Laboratory
Test Method: CTM 202-November 2011: Method of Test for Sieve Analysis of Fine and Coarse Aggregates
Test Release Date: 2020-03-13
Test Results

What size aggregate is being tested?: Fine Aggregate
Individual or cumulative mass retained on each sieve?: Cumulative Mass Retained
Input Type: Calculated
Tester's full name: HUSNI ANKIR
Date of test: 12/26/2019
Cumulative percent passing the 3/8 in. sieve:100 %
Cumulative percent passing the #4 sieve:95 %
Cumulative percent passing the #8 sieve:84 %
Cumulative percent passing the #16 sieve:67 %
Cumulative percent passing the #30 sieve:48 %
Cumulative percent passing the #50 sieve:25 %
Cumulative percent passing the #100 sieve:9 %
Cumulative percent passing the #200 sieve:2.9 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 03/13/2020