Summary for Test 2023-02-02-33-2

Test performed: CTM 216-June 2011

Project Information

Project IdentifiersProject ID: 994092
DEA: 07339204
EFIS: 0717000119
DIST-CO-RTE-PM07-VEN-118-0.7/11.0
Award Date08/29/2022
Closeout Date12/01/2023
Work DescriptionREPLACE MINOR CONCRETE CURB RAMPS & MODIFY SIGNAL & LIGHTING SYSTEMS.
Location DescriptionVENTURA COUNTY IN AND NEAR OXNARD FROM DARLING ROAD TO ROUTE 34/118 SEPARATION
QA Service Level1 (Verified on 09/20/2022)

Sample Information

Sample Taken Date02/02/2023 Sample Unique Key33
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 testing02/02/2023
Sample typeAcceptance A brief description of the sampleSoil for Subgrade.
The quantity of what the sample constitutes30 yd2 From where was the sample collectedJob Site
First name of sampler or witnessed byRosauro Last name of sampler or witnessed byNogoy
Title of samplerTEC Telephone number of sampler2317939321
Laboratory sample identification23-0103 Linked DIME Sample ID
The fabricator/manufacturer/facility nameToro Transportation Laboratory (TL) Number
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 sampleSubgrade A detailed description of where the material sample was collectedFrom various locations at subgrade.
Where the material sample would have been placed if not sampled

Test Details

DIME Sample ID: 2023-02-02-33
DIME Test ID: 2023-02-02-33-2
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: 2023-02-13

Test Results


Is oversize material: No
Input Type: Measured
Tester's full name: Rosauro Nogoy
Date of test: 02/02/2023
In-place wet density: 2.00
Highest adjust wet density: 2.17
% Moisture: 8.9 %
Optimum Moisture: 8.9 %
Relative compaction: 92
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 2/13/2023