Summary for Test 2023-08-30-33-2

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 Date08/30/2023 Sample Unique Key33
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 testing08/30/2023
Sample typeQuality Assurance A brief description of the sampleSoil
The quantity of what the sample constitutes14580SQF From where was the sample collectedJob Site
First name of sampler or witnessed byRIGOBERTO Last name of sampler or witnessed byARROYO
Title of samplerCaltrans Consultant Telephone number of sampler
Laboratory sample identification08302023 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 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: 2023-08-30-33
DIME Test ID: 2023-08-30-33-2
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: 2023-09-01

Test Results


Is oversize material: No
Input Type: Measured
Tester's full name: RIGOBERTO ARROYO
Date of test: 08/30/2023
In-place wet density: 2.30
Highest adjust wet density: 2.37
% Moisture: no data
Optimum Moisture: 1.0 %
Relative compaction: 97
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 9/1/2023