Summary for Test 2022-05-14-20-1

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 Date05/14/2022 Sample Unique Key20
Date that the sample was received by the laboratory/organization performing the testing05/14/2022 Sample typeQuality Assurance
A brief description of the sampleClass 3 Aggregate Base The quantity of what the sample constitutes11,460 Sq. Ft.
From where was the sample collectedJob Site First name of sampler or witnessed byIssac
Last name of sampler or witnessed byHarris Title of samplerField Materials Tester
Telephone number of sampler15104999938 Laboratory sample identification22-1187
Linked DIME Sample ID The fabricator/manufacturer/facility nameClass 3 Aggregate Base
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 collectedIn-placed material
Where the material sample would have been placed if not sampled

Test Details

DIME Sample ID: 2022-05-14-20
DIME Test ID: 2022-05-14-20-1
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: 2022-05-17

Test Results


Is oversize material: No
Input Type: Calculated
Tester's full name: Issac Harris
Date of test: 05/14/2022
In-place wet density: 2.14
Highest adjust wet density: 2.21
% Moisture: 6.5 %
Optimum Moisture: 8.5 %
Relative compaction: 97
General comments (publicly viewable) (Max 1000 characters): In-place wet density of 2.14 vs maximum wet density of 2.21.

Test was verified on 5/17/2022 ✔