Summary for Test 2022-05-26-12-2

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 Date05/26/2022 Sample Unique Key12
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 testing05/26/2022
Sample typeQuality Assurance A brief description of the sampleSoil
The quantity of what the sample constitutes16800 SQF From where was the sample collectedJob Site
First name of sampler or witnessed byALESKY Last name of sampler or witnessed byS
Title of samplerCaltrans Consultant Telephone number of sampler
Laboratory sample identification05262022 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 sampleomar G G
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: 2022-05-26-12
DIME Test ID: 2022-05-26-12-2
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: 2022-05-27

Test Results

Is oversize material: Yes
Input Type: Calculated
Tester's full name: ALESKY S
Date of test: 05/26/2022
In-place wet density: 2.25
% Moisture: no data
Optimum Moisture: 1.0 %
Corrected density: 2.34
Relative compaction: 96
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 5/27/2022