Summary for Test 2024-04-27-1-2

Test performed: CTM 216-June 2011

Project Information

Project IdentifiersProject ID: 994650
DEA: 070W4704
EFIS: 0722000073
DIST-CO-RTE-PM07-VEN-33,101-Var
Award Date05/25/2023
Closeout Date06/09/2025
Work DescriptionPLACE PIPELINER, CLEAN, INSPECT AND PREPARE CULVERTS.
Location DescriptionVENTURA COUNTY AT VARIOUS LOCATIONS
QA Service Level1 (Verified on 07/18/2023)

Sample Information

Sample Taken Date04/27/2024 Sample Unique Key1
Date that the sample was received by the laboratory/organization performing the testing04/27/2024 Sample typeDepartment Acceptance
A brief description of the sampleVEN101-SB PM3.03 Mainline (Rancho Rd on ramp) The quantity of what the sample constitutes15 sy
From where was the sample collectedJob Site First name of sampler or witnessed bySopheak
Last name of sampler or witnessed byChong Title of samplerTEC
Telephone number of sampler2138170174 Laboratory sample identification24-0767
Linked DIME Sample ID The fabricator/manufacturer/facility nameVentura Paving Management
Transportation Laboratory (TL) Number Inspector Lot Number from the Transportation Laboratory (TL) Form
Structure unique identifier Structure nameVEN101-SB PM3.03 Mainline (Rancho Rd on ramp)
Bid ItemNot set

Material Information

Material TypeSoil The fabricator's/manufacturer's product name for the sampleAggregate Base
The fabricator/manufacturer designation for the samplevarious location A.B A detailed description of where the material sample was collectedJobsite
Where the material sample would have been placed if not sampledJobsite

Test Details

DIME Sample ID: 2024-04-27-1
DIME Test ID: 2024-04-27-1-2
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: 2024-04-27

Test Results


Is oversize material: No
Input Type: Measured
Tester's full name: Sopheak Chong
Date of test: 04/27/2024
In-place wet density: 2.14
Highest adjust wet density: 2.21
% Moisture: 13.8 %
Optimum Moisture: 13.8 %
Relative compaction: 97
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 4/27/2024 ✔