Summary for Test 2023-06-16-15-2

Test performed: CTM 216-June 2011

Project Information

Project IdentifiersProject ID: 993527
DEA: 07327304
EFIS: 0716000126
DIST-CO-RTE-PM07-LA-103-0.1
Award Date04/21/2022
Closeout DateNot set
Work DescriptionINSTALL PUMP PLANT EQUIPMENT AND DRAINAGE SYSTEM.
Location DescriptionTHE CITY AND COUNTY OF LOS ANGELES AT HENRY FORD AVENUE OFF-RAMP
QA Service Level1 (Verified on 05/11/2022)

Sample Information

Sample Taken Date06/16/2023 Sample Unique Key15
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 testing06/16/2023
Sample typeDepartment Acceptance A brief description of the sampleStructural Back Fill
The quantity of what the sample constitutes30 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 sampler12133581518
Laboratory sample identification23-0858 Linked DIME Sample ID
The fabricator/manufacturer/facility nameShimmick Construction 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 SBF
Where the material sample would have been placed if not sampled

Test Details

DIME Sample ID: 2023-06-16-15
DIME Test ID: 2023-06-16-15-2
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: 2023-06-16

Test Results


Is oversize material: No
Input Type: Calculated
Tester's full name: Phillip Maquiran
Date of test: 06/16/2023
In-place wet density: 1.80
Highest adjust wet density: 1.97
% Moisture: 11.1 %
Optimum Moisture: 15.1 %
Relative compaction: 91
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 6/16/2023