Test 2019-05-01-19-8 (CTM 217-June 2011) Summary

Project Information
Project IdentifiersProject ID: 213763
DEA: 060Q19A4
EFIS: 0613000152
DIST-CO-RTE-PM06-KER-58-R99.0/R100.3
Work DescriptionWIDEN SHOULDERS AND REPLACE BRIDGES
Location DescriptionKERN COUNTY NEAR TEHACHAPI FROM 0.5 MILE WEST TO 0.8 MILE EAST OF SAND CANYON UNDERCROSSING
Sample Information
Sample Taken Date5/1/2019 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 testing5/1/2019
Sample typePer Request A brief description of the sampleClass 2 Aggregate Base
The quantity of what the sample constitutes2 bags From where was the sample collectedJob Site
First name of sampler or witnessed byUnknown Last name of sampler or witnessed byUnknown
Title of sampler Laboratory sample identification8584
The fabricator/manufacturer/facility nameCaltrans Transportation Laboratory (TL) NumberC-8584
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)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 collectedUnknown
Where the material sample would have been placed if not sampledUnknown Primary Aggregate Nominal Size1 inch
The concrete mix design numberUnknown Lot numberUnknown
Sublot numberUnknown HMA Design ID
Test Details
DIME Sample ID: 2019-05-01-19
DIME Test ID: 2019-05-01-19-8
Testing Lab: CT - Southern Regional Laboratory
Test Method: CTM 217-June 2011: Method of Test for Sand Equivalent
Test Release Date: 2019-06-11
Test Results

Number of tests: 2
Input Type: Calculated
Tester's full name: Husni Ankir
Date of test: 05/04/2019
Temperature correction:0
Temperature of solution:72
Clay reading (test 1):8.4
Sand reading (test 1):3.8
Clay reading (test 2):8.1
Sand reading (test 2):3.6
Sand equivalent (test 1):46
Sand equivalent (test 2):45
Sand equivalent before temperature correction:46
Sand equivalent after temperature correction:46
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 06/04/2019