Summary for Test 2022-03-18-17-1

Test performed: CTM 216-June 2011

Project Information

Project IdentifiersProject ID: 214573
DEA: 073096U4
EFIS: 0719000091
DIST-CO-RTE-PM07-LA-210-R0.0/R9.7
Award Date04/03/2020
Closeout DateNot set
Work DescriptionPLACE CONCRETE PAVEMENT, BARRIER, HMA, DRAINAGE, AND ELECTRICAL.
Location DescriptionLOS ANGELES COUNTY IN LOS ANGELES FROM INTERSTATE 5 TO WHEATLAND AVENUE UNDERCROSSING
QA Service Level1 (Verified on 06/05/2020)

Sample Information

Sample Taken Date03/18/2022 Sample Unique Key17
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 testing03/19/2022
Sample typeQuality Assurance A brief description of the sampleAggregate Base
The quantity of what the sample constitutes5,838 Sq. Ft. From where was the sample collectedJob Site
First name of sampler or witnessed byIan Last name of sampler or witnessed bySnyder
Title of samplerField Materials Tester Telephone number of sampler15628339318
Laboratory sample identification22-0530 Linked DIME Sample ID
The fabricator/manufacturer/facility nameAggregate Base 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-placed material
Where the material sample would have been placed if not sampled

Test Details

DIME Sample ID: 2022-03-18-17
DIME Test ID: 2022-03-18-17-1
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: 2022-03-21

Test Results


Is oversize material: No
Input Type: Calculated
Tester's full name: Ian Snyder
Date of test: 03/19/2022
In-place wet density: 2.13
Highest adjust wet density: 2.24
% Moisture: 11.5 %
Optimum Moisture: 13.5 %
Relative compaction: 95
General comments (publicly viewable) (Max 1000 characters): In-place wet density of 2.13 vs maximum wet density of 2.24.

Test was verified on 3/21/2022