Summary for Test 2025-01-13-36-2

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 Date01/13/2025 Sample Unique Key36
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 testing01/13/2025
Sample typeAcceptance A brief description of the sampleAggregate Base
The quantity of what the sample constitutes96 sq. yd. From where was the sample collectedJob Site
First name of sampler or witnessed byPhilip Last name of sampler or witnessed byMaquiran
Title of samplerMREA Telephone number of sampler(213) 358-1518
Laboratory sample identification25-0157 Linked DIME Sample ID
The fabricator/manufacturer/facility namePowell General Engineering Contractor 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 collectedFrom various locations at Aggregate Base
Where the material sample would have been placed if not sampled

Test Details

DIME Sample ID: 2025-01-13-36
DIME Test ID: 2025-01-13-36-2
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: 2025-06-25

Test Results


Is oversize material: No
Input Type: Calculated
Tester's full name: Phillip Maquiran
Date of test: 01/13/2025
In-place wet density: 2.17
Highest adjust wet density: 2.26
% Moisture: 2.4 %
Optimum Moisture: 6.4 %
Relative compaction: 96
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 6/25/2025