Summary for Test 2024-04-10-3-2

Test performed: CTM 216-June 2011

Project Information

Project IdentifiersProject ID: 1000245
DEA: 072XN104
EFIS: 0724000222
DIST-CO-RTE-PM07-VEN-150-
Award DateNot set
Closeout DateNot set
Work DescriptionRetaining wall repair due to landslide emergency at Route 150 in Santa Paula.
Location DescriptionRoute 150 in Santa Paula.
QA Service Level1 (Verified on 04/05/2024)

Sample Information

Sample Taken Date04/10/2024 Sample Unique Key3
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 testing04/10/2024
Sample typeDepartment Acceptance A brief description of the sampleNative Material
The quantity of what the sample constitutes450 sqft From where was the sample collectedJob Site
First name of sampler or witnessed byChotibhongs Last name of sampler or witnessed byChad
Title of samplerMREA Telephone number of sampler2134076963
Laboratory sample identification24-0617 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 nameHwy150 PM28.9 Bid ItemNot set

Material Information

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

Test Details

DIME Sample ID: 2024-04-10-3
DIME Test ID: 2024-04-10-3-2
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: 2024-04-10

Test Results


Is oversize material: No
Input Type: Measured
Tester's full name: Chad Chotibhongs
Date of test: 04/10/2024
In-place wet density: 1.90
Highest adjust wet density: 1.99
% Moisture: 17.1 %
Optimum Moisture: 15.1 %
Relative compaction: 95
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 4/10/2024