Summary for Test 2022-04-01-2-1

Test performed: CTM 216-June 2011

Project Information

Project IdentifiersProject ID: 215697
DEA: 07318204
EFIS: 0715000286
DIST-CO-RTE-PM07-LA-Route 1-4.0/4.2
Award DateNot set
Closeout DateNot set
Work DescriptionCM/GC Project - Work consists of constructing secant wall and slope restoration
Location Descriptionnear Point Mugu State Park 0.4 mile South of Sycamore Canyon Road.
QA Service Level1 (Verified on 08/26/2021)

Sample Information

Sample Taken Date04/01/2022 Sample Unique Key2
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 testing04/01/2022
Sample typeDepartment Acceptance A brief description of the sampleEmbankment
The quantity of what the sample constitutes1600 SF From where was the sample collectedJob Site
First name of sampler or witnessed byChad Last name of sampler or witnessed byChotibhongs
Title of samplerMREA Telephone number of sampler310-345-6204
Laboratory sample identification22-0663 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

Material Information

Material TypeSoil The fabricator's/manufacturer's product name for the sampleEmbankment
The fabricator/manufacturer designation for the sample A detailed description of where the material sample was collectedCTM 231 Test Holes
Where the material sample would have been placed if not sampled

Test Details

DIME Sample ID: 2022-04-01-2
DIME Test ID: 2022-04-01-2-1
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: 2022-04-01

Test Results


Is oversize material: No
Input Type: Measured
Tester's full name: Chad Chotibhongs
Date of test: 04/01/2022
In-place wet density: 2.25
Highest adjust wet density: 2.33
% Moisture: 6 %
Optimum Moisture: 8 %
Relative compaction: 97
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 4/1/2022