Test 2021-08-31-58-3 (CTM 217-June 2011) Summary

Project Information
Project IdentifiersProject ID: 993330
DEA: 022J6204
EFIS: 0221000118
DIST-CO-RTE-PM02-SIS-265-19.801 to 20.328
Work DescriptionWeed Blvd Pavement - CAPM Pavement Preservation
Location DescriptionIn Siskiyou County at and near Weed on Route 97 from Route 5 to 0.6 mile south of Whitney Creek Bridge and on Route 265 from Route 97 to Route 5. Loc-02-SIS-97-PM L0 to 11, 02-SIS-265-PM19.801 to 20.328
Sample Information
Sample Taken Date8/31/2021 Sample Unique Key58
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 testing9/1/2021
Sample typePreliminary A brief description of the sampleSoil
The quantity of what the sample constitutes2 bags for structural section recommendation From where was the sample collectedJob Site
First name of sampler or witnessed byDan Last name of sampler or witnessed byCurran
Title of samplerMREA Laboratory sample identificationD78935
The fabricator/manufacturer/facility nameUnknown Transportation Laboratory (TL) Number897760
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 sample
The fabricator/manufacturer designation for the sample A detailed description of where the material sample was collected02 SIS 97 PM 19.9 50ft left of CL Depth 0 to 1 ft
Where the material sample would have been placed if not sampled02 SIS 97 PM 19 90
Test Details
DIME Sample ID: 2021-08-31-58
DIME Test ID: 2021-08-31-58-3
Testing Lab: CT D02 - North Region Materials Lab
Test Method: CTM 217-June 2011: Method of Test for Sand Equivalent
Test Release Date: 2021-10-21
Test Results

Number of tests: 3
Input Type: Measured
Tester's full name: Karen Dorado
Date of test: 09/02/2021
Temperature correction: 0
Temperature of solution: 21.7
Clay reading (test 1): 8
Sand reading (test 1): 3.3
Clay reading (test 2): 7.8
Sand reading (test 2): 3
Clay reading (test 3): 7.7
Sand reading (test 3): 2.7
Sand equivalent (test 1): 42
Sand equivalent (test 2): 39
Sand equivalent (test 3): 36
Sand equivalent before temperature correction: 39
Sand equivalent after temperature correction:39
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 10/21/2021