Summary for Test 2024-01-16-28-2

Test performed: CTM 216-June 2011

Project Information

Project IdentifiersProject ID: 215220
DEA: 07210624
EFIS: 0719000068
DIST-CO-RTE-PM07-LA,SBD-71-1.8/R4.7&R0.0/R0.2
Award Date02/05/2021
Closeout DateNot set
Work DescriptionPLACE STRUCTURE CONCRETE RETAINING WALLS & BOX CULVERT AND PLACE JPCP.
Location DescriptionIN LOS ANGELES AND SAN BERNARDINO COUNTIES IN POMONA AND CHINO HILLS FROM 0.2 MILE SOUTH OF MISSION BOULEVARD OVERCROSSING TO 0.2 MILE OF SAN BERNARDINO COUNTY LINE.
QA Service Level1 (Verified on 03/24/2021)

Sample Information

Sample Taken Date01/16/2024 Sample Unique Key28
Date that the sample was received by the laboratory/organization performing the testing01/16/2024 Sample typeDepartment Acceptance
A brief description of the sampleNative Material The quantity of what the sample constitutes200 sqft
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 sampler2134076963 Laboratory sample identification24-0180
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 collectedCTM 231 Test Holes
Where the material sample would have been placed if not sampled

Test Details

DIME Sample ID: 2024-01-16-28
DIME Test ID: 2024-01-16-28-2
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: 2024-01-18

Test Results


Is oversize material: No
Input Type: Measured
Tester's full name: Chad Chotibhongs
Date of test: 01/18/2024
In-place wet density: 2.22
Highest adjust wet density: 2.32
% Moisture: 8.3 %
Optimum Moisture: 8.3 %
Relative compaction: 96
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 1/18/2024 ✔