Test 2020-03-27-19-2 (CTM 217-June 2011) Summary

Project Information
Project IdentifiersProject ID: 210735
DEA: 071193U4
EFIS: 0713000007
DIST-CO-RTE-PM07-LA-10-37.2/42.4
Work DescriptionCONSTRUCT HOV LANES, WIDEN BRIDGES, AND REALIGN RAMPS.
Location DescriptionIN LA COUNTY FROM CITRUS STREET IN WEST COVINA TO ROUTE 57 IN POMONA
Sample Information
Sample Taken Date3/27/2020 Sample Unique Key19
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 testing4/10/2020
Sample typeAcceptance A brief description of the sampleRECYCLED LEAN BASE AGG FOR LCB
The quantity of what the sample constitutesna From where was the sample collectedManufacturer
First name of sampler or witnessed byG Last name of sampler or witnessed byZUBIETA
Title of samplerTET Laboratory sample identification9699
The fabricator/manufacturer/facility nameATKINSON PORTABLE PLANT POMONA Transportation Laboratory (TL) Number9233383
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure name
Material Information
Material TypeAggregate Source Identification (SMARA or name of Pit)00-00-0000
The fabricator's/manufacturer's product name for the sampleLCB The fabricator/manufacturer designation for the sampleLB20-0006 AGGREGATE
The plant numberUnknown A detailed description of where the material sample was collectedNA
Where the material sample would have been placed if not sampledUnknown Primary Aggregate Nominal Size1 inch
The concrete mix design numberLB20-0006 Lot numberUnknown
Sublot numberUnknown HMA Design ID
Test Details
DIME Sample ID: 2020-03-27-19
DIME Test ID: 2020-03-27-19-2
Testing Lab: CT - Southern Regional Laboratory
Test Method: CTM 217-June 2011: Method of Test for Sand Equivalent
Test Release Date: 2020-05-13
Test Results

Number of tests: 2
Input Type: Calculated
Tester's full name: Larry Diaz
Date of test: 04/16/2020
Temperature correction:0
Temperature of solution:72
Clay reading (test 1):7.1
Sand reading (test 1):3.7
Clay reading (test 2):6.5
Sand reading (test 2):3.5
Sand equivalent (test 1):53
Sand equivalent (test 2):54
Sand equivalent before temperature correction:54
Sand equivalent after temperature correction:54
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 05/13/2020