Test 2019-05-10-26-7 (CTM 217-June 2011) Summary

Project Information
Project IdentifiersProject ID: 213551
DEA: 080K2934
EFIS: 0812000100
DIST-CO-RTE-PM08-SBD-10-R36.8/R39.2
Work DescriptionPAVEMENT REHABILITATION AND CONTINUOUSLY REINFORCED CONCRETE PAVEMENT
Location DescriptionSAN BERNARDINO COUNTY IN YUCAIPA FROM 0.2 MILE WEST OF LIVE OAK CANYON ROAD TO COUNTY LINE ROAD UNDERCROSSING
Sample Information
Sample Taken Date5/10/2019 Sample Unique Key26
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 testing5/10/2019
Sample typePer Request A brief description of the sampleAggregate Subbase
The quantity of what the sample constitutes1 bag From where was the sample collectedJob Site
First name of sampler or witnessed byEzz Last name of sampler or witnessed byGayed
Title of samplerResident Engineer Laboratory sample identification
The fabricator/manufacturer/facility nameCaltrans Transportation Laboratory (TL) Number
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 collectedExisting Subbase
Where the material sample would have been placed if not sampledUnknown Primary Aggregate Nominal Size1-1/2 inch
The concrete mix design numberUnknown Lot numberUnknown
Sublot numberUnknown HMA Design ID
Test Details
DIME Sample ID: 2019-05-10-26
DIME Test ID: 2019-05-10-26-7
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: Satish Jain
Date of test: 05/12/2019
Temperature correction:0
Temperature of solution:72
Clay reading (test 1):13.8
Sand reading (test 1):1.9
Clay reading (test 2):13.5
Sand reading (test 2):1.8
Sand equivalent (test 1):14
Sand equivalent (test 2):14
Sand equivalent before temperature correction:14
Sand equivalent after temperature correction:14
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 06/04/2019