Summary for Test 2022-02-05-15-1

Test performed: CTM 216-June 2011

Project Information

Project IdentifiersProject ID: 214671
DEA: 07303904
EFIS: 0714000044
DIST-CO-RTE-PM07-LA-10-31.2/37.2
Award Date11/25/2020
Closeout Date10/11/2023
Work DescriptionLANE REPLACEMENT
Location DescriptionLOS ANGELES COUNTY IN BALDWIN PARK AND WEST COVINA FROM 0.1 MILE EAST OF THE 10/605 SEPARATION TO 0.3 MILE WEST OF CITRUS STREET OVERCROSSING
QA Service Level1 (Verified on 01/21/2021)

Sample Information

Sample Taken Date02/05/2022 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 testing02/05/2022
Sample typeQuality Assurance A brief description of the sampleNative Subgrade
The quantity of what the sample constitutes18,000 Sq Ft From where was the sample collectedJob Site
First name of sampler or witnessed byAleksey Last name of sampler or witnessed bySouglobov
Title of samplerField Materials Tester Telephone number of sampler7075835090
Laboratory sample identification22-0207 Linked DIME Sample ID
The fabricator/manufacturer/facility nameNative subgrade 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 collectedIn-place
Where the material sample would have been placed if not sampled

Test Details

DIME Sample ID: 2022-02-05-15
DIME Test ID: 2022-02-05-15-1
Testing Lab: Kleinfelder, Incorporated - Los Angeles
Test Method: CTM 216-June 2011: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates
Test Release Date: 2022-02-07

Test Results


Is oversize material: No
Input Type: Calculated
Tester's full name: Aleksey Souglobov
Date of test: 02/05/2022
In-place wet density: 2.20
Highest adjust wet density: 2.26
% Moisture: 7.8 %
Optimum Moisture: 7.8 %
Relative compaction: 97
General comments (publicly viewable) (Max 1000 characters): In-place density of 2.20 vs wet max density of 2.26.

Test was verified on 2/7/2022