Summary for Test 2022-03-11-62-1

Test performed: CTM 216-June 2011

Project Information

Project IdentifiersProject ID: 215813
DEA: 072055C4
EFIS: 0714000278
DIST-CO-RTE-PM07-LA-2-14.1/14.8
Award Date08/11/2021
Closeout Date08/01/2023
Work DescriptionLANDSCAPE, INSTALL CONCRETE BARRIERS AND ELECTRICAL.
Location DescriptionLOS ANGELES COUNTY IN LOS ANGELES FROM 0.1 MILE WEST OF GLENDALE BOULEVARD UNDERSCROSSING TO ROSEBUD AVENUE UNDERCROSSING
QA Service Level1 (Verified on 07/12/2021)

Sample Information

Sample Taken Date03/11/2022 Sample Unique Key62
Date that the sample was received by the laboratory/organization performing the testing03/11/2022 Sample typeDepartment Acceptance
A brief description of the sampleNative Subgrade The quantity of what the sample constitutesna
From where was the sample collectedJob Site First name of sampler or witnessed byLR
Last name of sampler or witnessed byCollier Title of samplerTET
Telephone number of sampler14242327257 Laboratory sample identification
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 nameSB 2 at Glendale Bl
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 collectedCTM 231 test locations
Where the material sample would have been placed if not sampled

Test Details

DIME Sample ID: 2022-03-11-62
DIME Test ID: 2022-03-11-62-1
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: 2022-05-19

Test Results


Is oversize material: No
Input Type: Measured
Tester's full name: LR Collier
Date of test: 03/11/2022
In-place wet density: 2.07
Highest adjust wet density: 2.19
% Moisture: 9.1 %
Optimum Moisture: 9.1 %
Relative compaction: 95
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 5/19/2022 ✔