Summary for Test 2022-09-02-23-1

Test performed: CTM 216-June 2011

Project Information

Project IdentifiersProject ID: 215220
DEA: 07210624
EFIS: 0719000068
DIST-CO-RTE-PM07-LA,SBD-71-1.8/R4.7&R0.0/R0.2
Award Date02/05/2021
Closeout DateNot set
Work DescriptionPLACE STRUCTURE CONCRETE RETAINING WALLS & BOX CULVERT AND PLACE JPCP.
Location DescriptionIN LOS ANGELES AND SAN BERNARDINO COUNTIES IN POMONA AND CHINO HILLS FROM 0.2 MILE SOUTH OF MISSION BOULEVARD OVERCROSSING TO 0.2 MILE OF SAN BERNARDINO COUNTY LINE.
QA Service Level1 (Verified on 03/24/2021)

Sample Information

Sample Taken Date09/02/2022 Sample Unique Key23
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 testing09/02/2022
Sample typeQuality Assurance A brief description of the sampleStructure Backfill
The quantity of what the sample constitutes1950 ft2 From where was the sample collectedJob Site
First name of sampler or witnessed byManuel Last name of sampler or witnessed byUy
Title of samplerField Materials Tester Telephone number of sampler
Laboratory sample identification22-2340 Linked DIME Sample ID
The fabricator/manufacturer/facility namestructure backfill 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 material
Where the material sample would have been placed if not sampled

Test Details

DIME Sample ID: 2022-09-02-23
DIME Test ID: 2022-09-02-23-1
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: 2022-09-06

Test Results


Is oversize material: No
Input Type: Calculated
Tester's full name: Manuel Uy
Date of test: 09/02/2022
In-place wet density: 2.24
Highest adjust wet density: 2.33
% Moisture: 8.4 %
Optimum Moisture: 10.4 %
Relative compaction: 96
General comments (publicly viewable) (Max 1000 characters): In-Place wet density of 2.24 vs Lab Max Wet density of 2.33

Test was verified on 9/6/2022