Summary for Test 2024-08-30-2-2

Test performed: CTM 216-June 2011

Project Information

Project IdentifiersProject ID: 994961
DEA: 07338704
EFIS: 0717000063
DIST-CO-RTE-PM07-LA-405-12.9/21.5
Award Date02/07/2023
Closeout Date03/02/2026
Work DescriptionLA-405 Roadside Safety Improvements
Location DescriptionIn LA County at various locations from 405/110 separation PM 12.9 to North of 405/105 separation PM 21.5.
QA Service Level1 (Verified on 07/13/2023)

Sample Information

Sample Taken Date08/30/2024 Sample Unique Key2
Date that the sample was received by the laboratory/organization performing the testing08/30/2024 Sample typeAcceptance
A brief description of the sampleLocation 17 Inglewood ave loop on ramp to nb 405 (mvp) The quantity of what the sample constitutes115 sy
From where was the sample collectedJob Site First name of sampler or witnessed bySopheak
Last name of sampler or witnessed byChong Title of samplerQC Technician
Telephone number of sampler2138170174 Laboratory sample identification24-2654
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 nameLocation 17 Inglewood ave loop on ramp to nb 405 (mvp)
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: 2024-08-30-2
DIME Test ID: 2024-08-30-2-2
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: 2024-08-30

Test Results


Is oversize material: No
Input Type: Measured
Tester's full name: Sopheak Chong
Date of test: 08/30/2024
In-place wet density: 2.22
Highest adjust wet density: 2.30
% Moisture: 2.6 %
Optimum Moisture: 6.6 %
Relative compaction: 97
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 8/30/2024 ✔