Summary for Test 2025-10-10-92-2

Test performed: CTM 216-June 2011

Project Information

Project IdentifiersProject ID: 1000102
DEA: 081J8504
EFIS: 0818000122
DIST-CO-RTE-PM08-SBD-2,10,18,38,138,etc.-Var
Award Date08/29/2024
Closeout DateNot set
Work DescriptionFURNISH SIGN STRUCTURE AND INSTALL CHANGEABLE MESSAGE SIGN SYSTEM.
Location DescriptionSAN BERNARDINO COUNTY AT VARIOUS LOCATIONS
QA Service Level1 (Verified on 05/15/2024)

Sample Information

Sample Taken Date10/10/2025 Sample Unique Key92
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 testing10/10/2025
Sample typeAcceptance A brief description of the sampleImported Class II Aggregate Base
The quantity of what the sample constitutes30.9 kg From where was the sample collectedJob Site
First name of sampler or witnessed byMaqsud Last name of sampler or witnessed byAhmed
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 collectedSR-18 NB, MVP @ Location 6, Sta 1075+51 - 1076+40
Where the material sample would have been placed if not sampled

Test Details

DIME Sample ID: 2025-10-10-92
DIME Test ID: 2025-10-10-92-2
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: 2026-02-25

Test Results


Is oversize material: No
Input Type: Measured
Tester's full name: Dylan Nault
Date of test: 10/13/2025
In-place wet density: 2.08
Highest adjust wet density: 2.12
% Moisture: no data
Optimum Moisture: no data
Relative compaction: 98
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 2/25/2026