Summary for Test 2024-10-01-144-1

Test performed: CTM 216-June 2011

Project Information

Project IdentifiersProject ID: 209109
DEA: 043G9004
EFIS: 0412000557
COOP: 042513
DIST-CO-RTE-PM04-SON-116,121-46.0/46.7,5.8/R7.4
Award Date07/31/2023
Closeout DateNot set
Work DescriptionMODIFY EXISTING STATE ROUTE 116,121 BONNEAU ROAD INTERSECTION FROM A 4 WAY STOP CONTROLLED INTERSECTION TO A ROUNDABOUT AND SIGNALIZED INTERSECTION.
Location DescriptionSONOMA COUNTY
QA Service Level1 (Verified on 08/15/2022)

Sample Information

Sample Taken Date10/01/2024 Sample Unique Key144
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 testing10/01/2024
Sample typeQuality Assurance A brief description of the sampleCLASS 2
The quantity of what the sample constitutes>2000 From where was the sample collectedJob Site
First name of sampler or witnessed byCody Last name of sampler or witnessed byCordero
Title of sampler Telephone number of sampler
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameOC Jones Transportation Laboratory (TL) Number
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 collectedSTA 655+90-657+86
Where the material sample would have been placed if not sampled

Test Details

DIME Sample ID: 2024-10-01-144
DIME Test ID: 2024-10-01-144-1
Testing Lab: CT D04 - Petaluma Field Laboratory
Test Method: CTM 216-June 2011: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates
Test Release Date: 2025-03-18

Test Results


Is oversize material: No
Input Type: Calculated
Tester's full name: Anthony Valdez
Date of test: 10/01/2024
In-place wet density: 2.29
Highest adjust wet density: 2.30
% Moisture: no data
Optimum Moisture: no data
Relative compaction: 99
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 3/18/2025