Summary for Test 2024-12-23-37-2

Test performed: CTM 216-June 2011

Project Information

Project IdentifiersProject ID: 1000580
DEA: 071XW104
EFIS: 0723000028
DIST-CO-RTE-PM07---
Award DateNot set
Closeout DateNot set
Work DescriptionVENTURA COUNTY IN CITY OF FILLMORE VEN-126REPLACE/CONSTRUCT THE FILLMORE MAINTENANCESTATION DAMAGED BY HIGH WINDS DIR\\'S EMERGENCY
Location DescriptionNot set
QA Service Level1 (Verified on 09/09/2024)

Sample Information

Sample Taken Date12/23/2024 Sample Unique Key37
Date that the sample was received by the laboratory/organization performing the testing12/23/2024 Sample typeAcceptance
A brief description of the sampleMaintenance station wash rack subgrade The quantity of what the sample constitutes445 sy
From where was the sample collectedJob Site First name of sampler or witnessed byCaesar
Last name of sampler or witnessed byRamirez Title of samplerTransportation Engineer Civil
Telephone number of sampler(818) 974-8391 Laboratory sample identification24-3972
Linked DIME Sample ID The fabricator/manufacturer/facility nameContractor
Transportation Laboratory (TL) Number Inspector Lot Number from the Transportation Laboratory (TL) Form
Structure unique identifier Structure nameMaintenance station wash rack subgrade
Bid ItemNot set

Material Information

Material TypeSoil The fabricator's/manufacturer's product name for the sampleSubgrade
The fabricator/manufacturer designation for the sample A detailed description of where the material sample was collectedJob site
Where the material sample would have been placed if not sampled

Test Details

DIME Sample ID: 2024-12-23-37
DIME Test ID: 2024-12-23-37-2
Testing Lab: CT D07 - Materials Field Laboratory, Unit 1953
Test Method: CTM 216-June 2011: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates
Test Release Date: 2025-01-30

Test Results


Is oversize material: No
Input Type: Measured
Tester's full name: Caesar Ramirez
Date of test: 12/23/2024
In-place wet density: 1.93
Highest adjust wet density: 2.28
% Moisture: 4.9 %
Optimum Moisture: 6.9 %
Relative compaction: 85
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 1/30/2025 ✔