Summary for Test 2024-03-18-57-2

Test performed: CTM 216-June 2011

Project Information

Project IdentifiersProject ID: 214486
DEA: 080K1224
EFIS: 0815000244
DIST-CO-RTE-PM08-SBD-15-R28.6/37.5
Award DateNot set
Closeout DateNot set
Work DescriptionREHBILIATATE EXISTING MAINLINE AND RAMP PAVEMENT
Location DescriptionSAN BERNARDINO COUNTY IN HESPERIA AND VICTORVILLE FROM OAK HILL ROAD OVERCROSSING TO 0.1 MILE SOUTH OF BEAR VALLEY ROAD OVERCROSSING
QA Service Level1 (Verified on 06/23/2021)

Sample Information

Sample Taken Date03/18/2024 Sample Unique Key57
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 testing03/18/2024
Sample typeQuality Assurance A brief description of the sampleNative Soil for Subgrade
The quantity of what the sample constitutes50 lb From where was the sample collectedJob Site
First name of sampler or witnessed byAlberto Last name of sampler or witnessed byPineda-Gonzalez
Title of sampler Telephone number of sampler
Laboratory sample identification 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 collectedJob site
Where the material sample would have been placed if not sampled

Test Details

DIME Sample ID: 2024-03-18-57
DIME Test ID: 2024-03-18-57-2
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: 2024-04-22

Test Results


Is oversize material: No
Input Type: Calculated
Tester's full name: Alberto Pineda-Gonzalez
Date of test: 03/18/2024
In-place wet density: 2.15
Highest adjust wet density: 2.24
% Moisture: no data
Optimum Moisture: no data
Relative compaction: 96
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 4/22/2024