Summary for Test 2024-12-02-2-2

Test performed: CTM 216-June 2011

Project Information

Project IdentifiersProject ID: 1000209
DEA: 07352304
EFIS: 0718000220
DIST-CO-RTE-PM07-LA-5-R60.0/R75.0
Award Date06/03/2024
Closeout DateNot set
Work DescriptionREPLACE DRAINAGE SYSTEMS, INSTALL GSRD, AND REPLACE SAND SHED.
Location DescriptionLOS ANGELES COUNTY IN AND NEAR CASTAIC FROM 0.5 MILE NORTH OF LAKE HUGHES ROAD TO 0.5 MILE NORTH OF VISTA DEL LAGO ROAD
QA Service Level1 (Verified on 04/22/2024)

Sample Information

Sample Taken Date12/02/2024 Sample Unique Key2
Date that the sample was received by the laboratory/organization performing the testing12/02/2024 Sample typeAcceptance
A brief description of the sampleCastaic Sand Shed Building Foundation sta.3+56.4-4+18.32 The quantity of what the sample constitutes222 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 identification24-3698
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 nameCastaic Sand Shed Building Foundation sta.3+56.4-4+18.32
Bid ItemNot set

Material Information

Material TypeSoil The fabricator's/manufacturer's product name for the sampleStructural Backfill
The fabricator/manufacturer designation for the samplefrom various locations at SBF 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: 2024-12-02-2
DIME Test ID: 2024-12-02-2-2
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: 2024-12-02

Test Results


Is oversize material: No
Input Type: Measured
Tester's full name: Sopheak Chong
Date of test: 12/02/2024
In-place wet density: 2.27
Highest adjust wet density: 2.32
% Moisture: 7.9 %
Optimum Moisture: 9.9 %
Relative compaction: 98
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 12/2/2024 ✔