Test 2020-08-20-20-2 (CTM 217-June 2011) Summary

Project Information
Project IdentifiersProject ID: 214882
DEA: 022H9904
EFIS: 0217000045
DIST-CO-RTE-PM02-SHA-44-51.6/52.2
Work DescriptionROADWAY EXCAVATION, AGGREGATE BASE & HOT MIX ASPHALT.
Location DescriptionSHASTA COUNTY NEAR VIOLA FROM 0.4 MILE EAST TO 1.1 MILES EAST OF BRIDGE CREEK ROAD
Sample Information
Sample Taken Date8/20/2020 Sample Unique Key20
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 testing8/20/2020
Sample typeAcceptance A brief description of the sample3/4" Class II AB
The quantity of what the sample constitutesnot provided From where was the sample collectedJob Site
First name of sampler or witnessed byJD Last name of sampler or witnessed byAtkinson
Title of samplerTester Laboratory sample identificationD78607
The fabricator/manufacturer/facility nameJF Shea Transportation Laboratory (TL) Number897716
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)Not available
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 collectedWindrow
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: 2020-08-20-20
DIME Test ID: 2020-08-20-20-2
Testing Lab: CT D02 - North Region Materials Lab
Test Method: CTM 217-June 2011: Method of Test for Sand Equivalent
Test Release Date: 2020-08-24
Test Results

Number of tests: 2
Input Type: Measured
Tester's full name: Arthur Mills
Date of test: 08/21/2020
Temperature correction: 0
Temperature of solution: 24
Clay reading (test 1): 6.3
Sand reading (test 1): 3.6
Clay reading (test 2): 6.4
Sand reading (test 2): 3.5
Sand equivalent (test 1): 57
Sand equivalent (test 2): 55
Sand equivalent before temperature correction: 56
Sand equivalent after temperature correction: 56
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 08/24/2020