Summary for Test 2026-05-20-87-3

Test performed: CTM 204-June 2010

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 Date05/20/2026 Sample Unique Key87
Date that the sample was received by the laboratory/organization performing the testing05/20/2026 Sample typeAcceptance
A brief description of the sample1 Bag Subgrade The quantity of what the sample constitutesSubgrade
From where was the sample collectedJob Site First name of sampler or witnessed byBrandon
Last name of sampler or witnessed byWhite Title of samplerTET
Telephone number of sampler Laboratory sample identificationD80202
Linked DIME Sample ID The fabricator/manufacturer/facility nameDig It Chester
Transportation Laboratory (TL) Number896856 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 collectedPLU-89, st. 309+00
Where the material sample would have been placed if not sampled

Test Details

DIME Sample ID: 2026-05-20-87
DIME Test ID: 2026-05-20-87-3
Testing Lab: CT D02 - Redding Northern Regional Laboratory
Test Method: CTM 204-June 2010: Method of Test for Liquid Limit, Plastic Limit and Plasticity Index of Soils (Plasticity Index)
Test Release Date: 2026-06-08

Test Results


The test method used?: Plastic Index
Input Type: Measured
Tester's full name: Josh Murphy
Date of test: 06/03/2026
Liquid Limit (LL): 34 %
Plastic Limit (PL): 24 %
Plastic Index(PI): 10
General comments (publicly viewable) (Max 1000 characters): LL=34, PL=24, PI=10

Test was verified on 6/8/2026 ✔