Summary for Test 2026-05-20-87-4

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 Date05/20/2026 Sample Unique Key87
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 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: 2026-05-20-87-4
Testing Lab: CT D02 - Redding Northern Regional Laboratory
Test Method: CTM 217-June 2011: Method of Test for Sand Equivalent
Test Release Date: 2026-06-08

Test Results


Number of tests: 3
Input Type: Measured
Tester's full name: Colt Sweeny
Date of test: 06/03/2026
Temperature correction: 0
Temperature of solution: 21
Clay reading (test 1): 13
Sand reading (test 1): 1.5
Clay reading (test 2): 13.3
Sand reading (test 2): 1.6
Clay reading (test 3): 13.1
Sand reading (test 3): 1.5
Sand equivalent (test 1): 12
Sand equivalent (test 2): 12
Sand equivalent (test 3): 12
Sand equivalent before temperature correction: 12
Sand equivalent after temperature correction: 12
General comments (publicly viewable) (Max 1000 characters): SE=12

Test was verified on 6/8/2026