Summary for Test 2025-12-04-17-2

Test performed: CTM 216-June 2011

Project Information

Project IdentifiersProject ID: 1001258
DEA: 07355204
EFIS: 0719000009
DIST-CO-RTE-PM07-VEN-33-R3.3/21.2
Award Date07/15/2025
Closeout DateNot set
Work DescriptionROADWAY EXCAVATION AND PLACE CLASS 3 AGGREGATE BASE.
Location DescriptionVENTURA COUNTY AT VARIOUS LOCATIONS FROM 0.7 MILE NORTH OF SHELL ROAD UNDERCROSSING TO 3.5 MILES NORTH OF NORDHOFF RIDGE ROAD
QA Service Level1 (Verified on 07/01/2025)

Sample Information

Sample Taken Date12/04/2025 Sample Unique Key17
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 testing12/04/2025
Sample typeAcceptance A brief description of the sampleSubgrade
The quantity of what the sample constitutes1758 SF From where was the sample collectedJob Site
First name of sampler or witnessed byMichelangelo Last name of sampler or witnessed bySese
Title of samplerTET Telephone number of sampler310-345-6204
Laboratory sample identification25-3799 Linked DIME Sample ID
The fabricator/manufacturer/facility nameNA 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 collectedJobsite
Where the material sample would have been placed if not sampled

Test Details

DIME Sample ID: 2025-12-04-17
DIME Test ID: 2025-12-04-17-2
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: 2025-12-04

Test Results


Is oversize material: No
Input Type: Measured
Tester's full name: Michelangelo Sese
Date of test: 12/04/2025
In-place wet density: 1.99
Highest adjust wet density: 2.21
% Moisture: 12.8 %
Optimum Moisture: no data
Relative compaction: 90
General comments (publicly viewable) (Max 1000 characters): VEN Hwy 33 @ PM 4.85 Location 5

Test was verified on 12/4/2025