Summary for Test 2023-02-23-6-2

Test performed: CTM 216-June 2011

Project Information

Project IdentifiersProject ID: 993848
DEA: 081N0704
EFIS: 0822000087
DIST-CO-RTE-PM08-SBD-40-R140.8/R148.5
Award Date09/08/2022
Closeout DateNot set
Work DescriptionGRAVEL MULCH, ROCK BLANKET, AND IMPORTED BORROW
Location DescriptionSAN BERNARDINO COUNTY IN NEEDLES AT VARIOUS LOCATIONS FROM NEEDLES HIGHWAY TO FIVE MILE ROAD
QA Service Level1 (Verified on 06/23/2023)

Sample Information

Sample Taken Date02/23/2023 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 testing02/23/2023
Sample typeQuality Assurance A brief description of the sampleCTM231 TEST 01
The quantity of what the sample constitutes6600sqf From where was the sample collectedJob Site
First name of sampler or witnessed byfrancisco Last name of sampler or witnessed byRuvaicaba
Title of samplerTET Telephone number of sampler
Laboratory sample identification02232023 test 01 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 sampleLARRY FRANCISCO
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: 2023-02-23-6
DIME Test ID: 2023-02-23-6-2
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: 2023-02-27

Test Results


Is oversize material: No
Input Type: Measured
Tester's full name: francisco Ruvaicaba Jr.
Date of test: 02/23/2023
In-place wet density: 2.23
Highest adjust wet density: 2.3
% Moisture: no data
Optimum Moisture: 1.0 %
Relative compaction: 97
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 2/27/2023