Test 2019-09-12-21-4 (CTM 217-June 2011) Summary

Project Information
Project IdentifiersProject ID: 214032
DEA: 09378604
EFIS: 0918000080
DIST-CO-RTE-PM09-KER-58-R128.9/R135.1
Work DescriptionCOLD PLANE AC PAVEMENT AND PLACE HMA.
Location DescriptionKERN COUNTY NEAR BORON FROM 1.3 MILES EAST OF CALIFORNIA CITY BOULEVARD TO 1.3 MILES WEST OF TWENTY MULE TEAM OVERCROSSING
Sample Information
Sample Taken Date9/12/2019 Sample Unique Key21
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 testing9/25/2019
Sample typeAcceptance A brief description of the sampleColdfeed Virgin 3/4" Agg
The quantity of what the sample constitutes1 bag From where was the sample collectedJob Site
First name of sampler or witnessed byTim Last name of sampler or witnessed byReyes
Title of samplerQC Supervisor Laboratory sample identification8721
The fabricator/manufacturer/facility nameLittle Rock Transportation Laboratory (TL) NumberC912442
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 collectedSample obtained while paving
Where the material sample would have been placed if not sampledUnknown Primary Aggregate Nominal Size3/4 inch
The concrete mix design numberUnknown Lot numberUnknown
Sublot numberUnknown HMA Design ID
Test Details
DIME Sample ID: 2019-09-12-21
DIME Test ID: 2019-09-12-21-4
Testing Lab: CT - Southern Regional Laboratory
Test Method: CTM 217-June 2011: Method of Test for Sand Equivalent
Test Release Date: 2019-10-07
Test Results

Number of tests: 2
Input Type: Calculated
Tester's full name: Satish Jain
Date of test: 09/28/2019
Temperature correction:0
Temperature of solution:73
Clay reading (test 1):3.6
Sand reading (test 1):4.2
Clay reading (test 2):3.9
Sand reading (test 2):4.6
Sand equivalent (test 1):86
Sand equivalent (test 2):85
Sand equivalent before temperature correction:86
Sand equivalent after temperature correction:86
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 10/07/2019