Summary for Test 2022-01-20-9-2

Test performed: CTM 216-June 2011

Project Information

Project IdentifiersProject ID: 212112
DEA: 080C2514
EFIS: 0816000076
COOP: 081645
Award Date06/06/2018
Closeout DateNot set
Work DescriptionDesign-Build of I-10 Corridor Contract 1 - Adding 2 new Express Lanes
Location DescriptionLA/SBD County Line to PM 13.2 near I-15
QA Service Level1 (Verified on 10/16/2019)

Sample Information

Sample Taken Date01/20/2022 Sample Unique Key9
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 testing01/20/2022
Sample typeQuality Assurance A brief description of the sampleSoil
The quantity of what the sample constitutes<2000 sqy 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 identification01202022 TEST 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 sampledizhou ou
The fabricator/manufacturer designation for the sample A detailed description of where the material sample was collectedAT THE JOB SITE
Where the material sample would have been placed if not sampled

Test Details

DIME Sample ID: 2022-01-20-9
DIME Test ID: 2022-01-20-9-2
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: 2022-01-21

Test Results

Is oversize material: No
Input Type: Calculated
Tester's full name: dizhou ou
Date of test: 01/20/2022
In-place wet density: no data
Highest adjust wet density: no data
% Moisture: no data
Optimum Moisture: 1.0 %
Relative compaction: 92
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 1/21/2022