Summary for Test 2022-02-07-21-2

Test performed: CTM 216-June 2011

Project Information

Project IdentifiersProject ID: 215109
DEA: 081C8504
EFIS: 0813000047
DIST-CO-RTE-PM08-RIV-74-0.0/5.8
Award DateNot set
Closeout DateNot set
Work DescriptionROADWAY EXCAVATION, HOT MIX ASPHALT, AND STRUCTURAL SHOTCRETE WALLS.
Location DescriptionRIVERSIDE COUNTY NEAR LAKE ELSINORE FROM ORANGE COUNTY LINE TO MONTE VISTA STREET
QA Service Level1 (Verified on 02/24/2021)

Sample Information

Sample Taken Date02/07/2022 Sample Unique Key21
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 testing02/07/2022
Sample typeQuality Assurance A brief description of the sampleSoil
The quantity of what the sample constitutes1200SQF From where was the sample collectedJob Site
First name of sampler or witnessed bydizhou Last name of sampler or witnessed byou/
Title of samplerTET Telephone number of sampler
Laboratory sample identification02072022TEST 02 Linked DIME Sample ID
The fabricator/manufacturer/facility nameCTM 231 TEST LOCATION 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 collectedAT THE JOBSITE
Where the material sample would have been placed if not sampled

Test Details

DIME Sample ID: 2022-02-07-21
DIME Test ID: 2022-02-07-21-2
Testing Lab: CT D08 - Barstow Field Laboratory 1
Test Method: CTM 216-June 2011: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates
Test Release Date: 2022-02-14

Test Results


Is oversize material: No
Input Type: Measured
Tester's full name: dizhou ou/ md
Date of test: 02/07/2022
In-place wet density: 2.03
Highest adjust wet density: 2.13
% Moisture: no data
Optimum Moisture: 1.0 %
Relative compaction: 95
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 2/14/2022