Test 2020-06-03-34-3 (CTM 217-June 2011) Summary

Project Information
Project IdentifiersProject ID: 212866
DEA: 021H9704
EFIS: 0216000051
DIST-CO-RTE-PM02-TEH-36-12.6/13.1
Work DescriptionCURVE REALIGNMENT AND HMA PAVING.
Location DescriptionTEHAMA COUNTY ABOUT 16 MILES EAST OF PLATINA FROM 2.3 MILES EAST TO 2.8 MILES EAST OF DRY CREEK BRIDGE
Sample Information
Sample Taken Date6/3/2020 Sample Unique Key34
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 testing6/3/2020
Sample typeQuality Assurance A brief description of the sample34/" Class II AB
The quantity of what the sample constitutesnot provided From where was the sample collectedJob Site
First name of sampler or witnessed byDavid Last name of sampler or witnessed byLockett
Title of sampler Laboratory sample identificationD78455
The fabricator/manufacturer/facility nameNot Provided Transportation Laboratory (TL) Number002339
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)Tullis
The fabricator's/manufacturer's product name for the sample The fabricator/manufacturer designation for the sample
The plant number A detailed description of where the material sample was collectedStructural Section
Where the material sample would have been placed if not sampled Primary Aggregate Nominal Size3/4 inch
The concrete mix design number Lot number
Sublot number HMA Design ID
Test Details
DIME Sample ID: 2020-06-03-34
DIME Test ID: 2020-06-03-34-3
Testing Lab: CT D02 - North Region Materials Lab
Test Method: CTM 217-June 2011: Method of Test for Sand Equivalent
Test Release Date: 2020-08-19
Test Results

Number of tests: 3
Input Type: Measured
Tester's full name: Terry McCormick
Date of test: 06/05/2020
Temperature correction: 0
Temperature of solution: 24
Clay reading (test 1): 8.3
Sand reading (test 1): 3.6
Clay reading (test 2): 8.3
Sand reading (test 2): 3.6
Clay reading (test 3): 8.2
Sand reading (test 3): 3.6
Sand equivalent (test 1): 43
Sand equivalent (test 2): 43
Sand equivalent (test 3): 44
Sand equivalent before temperature correction: 43
Sand equivalent after temperature correction:43
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 08/19/2020