Summary for Test 2022-04-01-6-2

Test performed: CTM 216-June 2011

Project Information

Project IdentifiersProject ID: 214337
DEA: 080E33U4
EFIS: 0817000075
DIST-CO-RTE-PM08-SBD-115-R7.3/R10.0
Award Date04/26/2021
Closeout DateNot set
Work DescriptionADD WB AUX & EB DECEL LANES, WIDEN I15 SW CONNECT,RAMPS/BRDG
Location DescriptionSAN BERNARDINO COUNTY IN ONTARIO FROM 0.2 MILE WEST OF CUCAMONGA CREEK BRIDGE TO MILLIKEN AVENUE
QA Service Level1 (Verified on 06/23/2021)

Sample Information

Sample Taken Date04/01/2022 Sample Unique Key6
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 testing04/01/2022
Sample typeQuality Assurance A brief description of the sampleSoil for structure backfill.
The quantity of what the sample constitutes63 SQF From where was the sample collectedJob Site
First name of sampler or witnessed byomar Last name of sampler or witnessed byG
Title of samplerTET Telephone number of sampler
Laboratory sample identification04012022-01 Linked DIME Sample ID
The fabricator/manufacturer/facility nameAT THE JOB SITE 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
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: 2022-04-01-6
DIME Test ID: 2022-04-01-6-2
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: 2022-04-04

Test Results


Is oversize material: No
Input Type: Measured
Tester's full name: omar G G
Date of test: 04/01/2022
In-place wet density: 2.12
Highest adjust wet density: 2.28
% Moisture: no data
Optimum Moisture: 1.0 %
Relative compaction: 93
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 4/4/2022