Summary for Test 2023-05-27-1-4

Test performed: CTM 217-June 2011

Project Information

Project IdentifiersProject ID: 7730
DEA: 024C9604
EFIS: 0200000487
DIST-CO-RTE-PM02-TRI-3-7.1/8.3
Award Date12/06/2012
Closeout Date01/02/2015
Work DescriptionWIDEN SHOULDERS FOR BIKE LANE AND DRAINAGE MODIFICATIONS
Location DescriptionTRINITY COUNTY AT HAYFORK FROM MAIN STREET TO 0.1 MILE NORTH OF FOREST AVENUE
QA Service Level1 (Verified on 12/17/2012)

Sample Information

Sample Taken Date05/27/2023 Sample Unique Key1
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 testing05/30/2023
Sample typePer Request A brief description of the sample2 bags of Soil for use in DPPIA
The quantity of what the sample constitutesRoadside Material Sample № 1 From where was the sample collectedJob Site
First name of sampler or witnessed byKarl Last name of sampler or witnessed byHarris
Title of samplerTE Telephone number of sampler
Laboratory sample identificationD79251 Linked DIME Sample ID
The fabricator/manufacturer/facility nameIn Situ Transportation Laboratory (TL) Number898191
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-TRI-3-6.35, approx. 1 foot depth
Where the material sample would have been placed if not sampled

Test Details

DIME Sample ID: 2023-05-27-1
DIME Test ID: 2023-05-27-1-4
Testing Lab: CT D02 - Redding Northern Regional Laboratory
Test Method: CTM 217-June 2011: Method of Test for Sand Equivalent
Test Release Date: 2023-06-03

Test Results


Number of tests: 1
Input Type: Measured
Tester's full name: Dennnis Hickey
Date of test: 06/02/2023
Temperature correction: 0
Temperature of solution: 71.6
Clay reading (test 1): 11.9
Sand reading (test 1): 3.2
Sand equivalent (test 1): 27
Sand equivalent before temperature correction: 27
Sand equivalent after temperature correction: 27
General comments (publicly viewable) (Max 1000 characters): SE=27

Test was verified on 6/3/2023