Summary for Test 2022-04-09-1-2

Test performed: CTM 216-June 2011

Project Information

Project IdentifiersProject ID: 215221
DEA: 07332604
EFIS: 0716000287
DIST-CO-RTE-PM07-LA-10-R12.4/14.9
Award Date12/16/2020
Closeout Date11/25/2024
Work DescriptionREMOVE RAISED ISLAND, CONSTRUCT CONCRETE BARRIER AND INSTALL LIGHTING.
Location DescriptionTHE COUNTY AND CITY OF LOS ANGELES FROM 0.1 MILE EAST OF ARLINGTON AVENUE OVERCROSSING TO 0.7 MILE EAST OF ROUTE 10/110 SEPARATION
QA Service Level1 (Verified on 03/19/2021)

Sample Information

Sample Taken Date04/09/2022 Sample Unique Key1
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 testing04/09/2022
Sample typeDepartment Acceptance A brief description of the sampleSubgrade
The quantity of what the sample constitutes215 yd2 From where was the sample collectedJob Site
First name of sampler or witnessed byRosauro Last name of sampler or witnessed byNogoy
Title of samplerTEC Telephone number of sampler2137939321
Laboratory sample identification22-0756 Linked DIME Sample ID
The fabricator/manufacturer/facility nameN/A 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 sampleSubgrade 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: 2022-04-09-1
DIME Test ID: 2022-04-09-1-2
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: 2022-04-14

Test Results


Is oversize material: No
Input Type: Calculated
Tester's full name: Rosauro Nogoy
Date of test: 04/09/2022
In-place wet density: 2.14
Highest adjust wet density: 2.24
% Moisture: 8.6 %
Optimum Moisture: 10.6 %
Relative compaction: 95
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 4/14/2022