Test 2020-05-06-29-3 (CTM 217-June 2011) Summary

Project Information
Project IdentifiersProject ID: 213469
DEA: 024C40V4
EFIS: 0218000125
DIST-CO-RTE-PM02-SHA-5-R3.8/R11.7
Work DescriptionWIDEN TO 6 LANES, BRIDGE REPLACEMENT AND WIDENING AND ROADWAY REHAB
Location DescriptionSHASTA COUNTY IN AND NEAR ANDERSON FROM ROUTE 5/273 SEPARATION TO 0.4 MILE SOUTH OF CHURN CREEK ROAD OVERCROSSING
Sample Information
Sample Taken Date5/6/2020 Sample Unique Key29
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 testing5/6/2020
Sample typeAuthorization A brief description of the sampleSoil for Embankment
The quantity of what the sample constitutesProcess Test for Proposed Fill From where was the sample collectedSource
First name of sampler or witnessed byMike Last name of sampler or witnessed byAntonetti
Title of sampler Laboratory sample identificationD78421
The fabricator/manufacturer/facility nameShea Sand and Gravel, Redding, CA Transportation Laboratory (TL) Number036605
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure name
Material Information
Material TypeSoil The fabricator's/manufacturer's product name for the sampleUnknown
The fabricator/manufacturer designation for the sampleUnknown A detailed description of where the material sample was collectedStockpile at Plant
Where the material sample would have been placed if not sampledUnknown
Test Details
DIME Sample ID: 2020-05-06-29
DIME Test ID: 2020-05-06-29-3
Testing Lab: CT D02 - North Region Materials Lab
Test Method: CTM 217-June 2011: Method of Test for Sand Equivalent
Test Release Date: 2020-07-02
Test Results

Number of tests: 2
Input Type: Measured
Tester's full name: Michael Antonetti
Date of test: 05/07/2020
Temperature correction: 0
Temperature of solution: 21.4
Clay reading (test 1): 12.1
Sand reading (test 1): 2.5
Clay reading (test 2): 12.1
Sand reading (test 2): 2.5
Sand equivalent (test 1): 21
Sand equivalent (test 2): 21
Sand equivalent before temperature correction: 21
Sand equivalent after temperature correction: 21
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 07/02/2020