Summary for Test 2024-01-11-32-2

Test performed: CTM 216-June 2011

Project Information

Project IdentifiersProject ID: 994297
DEA: 07336804
EFIS: 0717000014
DIST-CO-RTE-PM07-LA-118-R4.5/R9.1
Award DateNot set
Closeout DateNot set
Work DescriptionPLACE CONCRETE AND INSTALL RAILINGS.
Location DescriptionTHE CITY AND COUNTY OF LOS ANGELES FROM 0.1 MILE WEST OF TAMPA AVENUE TO WOODLEY AVENUE
QA Service Level1 (Verified on 10/06/2022)

Sample Information

Sample Taken Date01/11/2024 Sample Unique Key32
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 testing01/11/2024
Sample typeDepartment Acceptance A brief description of the sampleSubgrade
The quantity of what the sample constitutes269 sq. yd. approx. 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 identification24-0135 Linked DIME Sample ID
The fabricator/manufacturer/facility nameMartinez Landscape Construction Transportation Laboratory (TL) Number
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure name

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 subgrade.
Where the material sample would have been placed if not sampled

Test Details

DIME Sample ID: 2024-01-11-32
DIME Test ID: 2024-01-11-32-2
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: 2024-01-17

Test Results


Is oversize material: No
Input Type: Calculated
Tester's full name: Phillip Maquiran
Date of test: 01/11/2024
In-place wet density: 2.05
Highest adjust wet density: 2.28
% Moisture: 13.3 %
Optimum Moisture: 17.3 %
Relative compaction: 90
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 1/17/2024