Summary for Test 2024-06-25-112-2

Test performed: CTM 216-June 2011

Project Information

Project IdentifiersProject ID: 995061
DEA: 081J9104
EFIS: 0818000135
DIST-CO-RTE-PM08-RIV,SBD-10,15,60,62,91,etc.-Var
Award Date10/11/2023
Closeout Date06/09/2025
Work DescriptionMODIFYING CMS SYSTEMS, SIGN FOUNDATION AND SIGN STRUCTURE.
Location DescriptionRIVERSIDE AND SAN BERNARDINO COUNTIES AT VARIOUS LOCATIONS
QA Service Level1 (Verified on 08/15/2023)

Sample Information

Sample Taken Date06/25/2024 Sample Unique Key112
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 testing06/25/2024
Sample typeAcceptance A brief description of the sampleAggregate Base
The quantity of what the sample constitutes22.1 kg From where was the sample collectedJob Site
First name of sampler or witnessed byGabriel Last name of sampler or witnessed byRamirez
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 Bid ItemNot set

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 collectedI-215 NB, Location 16 Sta 138+78 - 139+45
Where the material sample would have been placed if not sampled

Test Details

DIME Sample ID: 2024-06-25-112
DIME Test ID: 2024-06-25-112-2
Testing Lab: CT D08 - Fontana Field Testing Laboratory
Test Method: CTM 216-June 2011: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates
Test Release Date: 2024-07-22

Test Results


Is oversize material: No
Input Type: Calculated
Tester's full name: Gabriel Ramirez
Date of test: 06/25/2024
In-place wet density: 2.10
Highest adjust wet density: 2.12
% Moisture: no data
Optimum Moisture: no data
Relative compaction: 99
General comments (publicly viewable) (Max 1000 characters): Density Spec 95%

Test was verified on 7/22/2024