Summary for Test 2021-10-07-108-5

Test performed: CTM 217-June 2011

Project Information

Project IdentifiersProject ID: 993331
DEA: 023H6904
EFIS: 0218000010
DIST-CO-RTE-PM02-PLU-89-30/R42.1
Award Date11/21/2024
Closeout DateNot set
Work DescriptionALMANOR WEST REHAB - ROADWAY REHABILITATION
Location DescriptionIN PLUMAS COUNTY NEAR CANYON DAM FROM LAKE ALMANOR SPILLWAY TO ROUTE 36.
QA Service Level1 (Verified on 10/14/2021)

Sample Information

Sample Taken Date10/07/2021 Sample Unique Key108
Date that the sample was received by the laboratory/organization performing the testing10/07/2021 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
Telephone number of sampler Laboratory sample identificationD78950
Linked DIME Sample ID The fabricator/manufacturer/facility nameUnknown
Transportation Laboratory (TL) Number897764 Inspector Lot Number from the Transportation Laboratory (TL) Form
Structure unique identifier Structure name
Bid ItemNot set

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-PLU-89-36.07-50ft LT of CL
Where the material sample would have been placed if not sampled02 PLU 89

Test Details

DIME Sample ID: 2021-10-07-108
DIME Test ID: 2021-10-07-108-5
Testing Lab: CT D02 - Redding Northern Regional Laboratory
Test Method: CTM 217-June 2011: Method of Test for Sand Equivalent
Test Release Date: 2021-11-16

Test Results


Number of tests: 3
Input Type: Measured
Tester's full name: Terry McCormick
Date of test: 10/14/2021
Temperature correction: 0
Temperature of solution: 20.5
Clay reading (test 1): 8.9
Sand reading (test 1): 2.5
Clay reading (test 2): 8.7
Sand reading (test 2): 2.7
Clay reading (test 3): 8.4
Sand reading (test 3): 2.6
Sand equivalent (test 1): 29
Sand equivalent (test 2): 31
Sand equivalent (test 3): 31
Sand equivalent before temperature correction: 31
Sand equivalent after temperature correction: 31
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 11/16/2021 ✔