Summary for Test 2025-01-21-23-2

Test performed: CTM 216-June 2011

Project Information

Project IdentifiersProject ID: 993387
DEA: 07323404
EFIS: 0716000064
DIST-CO-RTE-PM07-LA-5-R59.5/R67.9
Award Date02/25/2022
Closeout Date06/30/2026
Work DescriptionPLACE CULVERT, REPLACE DRAINAGE SYSTEM, RECONST ROADWAY & EMBANKMENT.
Location DescriptionLOS ANGELES COUNTY AT VARIOUS LOCATIONS FROM LAKE HUGHES ROAD UNDERCROSSING TO 1.9 MILES NORTH OF TEMPLIN HIGHWAY UNDERCROSSING
QA Service Level1 (Verified on 12/06/2021)

Sample Information

Sample Taken Date01/21/2025 Sample Unique Key23
Date that the sample was received by the laboratory/organization performing the testing01/21/2025 Sample typeAcceptance
A brief description of the sampleSB I-5 stations 3438+75-3440+50 shoulder The quantity of what the sample constitutes301 sy
From where was the sample collectedJob Site First name of sampler or witnessed bySopheak
Last name of sampler or witnessed byChong Title of samplerTEC
Telephone number of sampler2138170174 Laboratory sample identification25-0282
Linked DIME Sample ID The fabricator/manufacturer/facility nameSecurity Paving company
Transportation Laboratory (TL) Number Inspector Lot Number from the Transportation Laboratory (TL) Form
Structure unique identifier Structure nameSB I-5 stations 3438+75-3440+50 shoulder
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: 2025-01-21-23
DIME Test ID: 2025-01-21-23-2
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: 2025-01-24

Test Results


Is oversize material: No
Input Type: Measured
Tester's full name: Sopheak Chong
Date of test: 01/24/2025
In-place wet density: 2.12
Highest adjust wet density: 2.21
% Moisture: 10.2 %
Optimum Moisture: 12.2 %
Relative compaction: 96
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 1/24/2025 ✔