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 Date07/31/2024
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
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
Bid ItemNot set

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: 2.30
% Moisture: no data
Optimum Moisture: 1.0 %
Relative compaction: 97
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 2/27/2023 ✔