Summary for Test 2026-04-09-9-2

Test performed: CTM 216-June 2011

Project Information

Project IdentifiersProject ID: 1000103
DEA: 081J8604
EFIS: 0818000123
DIST-CO-RTE-PM08-SBD-10,15,40,58,60,etc.-Var
Award Date05/01/2024
Closeout DateNot set
Work DescriptionMODIFYING CMS SYSTEMS AND FURNISH SIGN STRUCTURE (VERSATILE TRUSS).
Location DescriptionSAN BERNARDINO COUNTY AT VARIOUS LOCATIONS
QA Service Level1 (Verified on 05/15/2024)

Sample Information

Sample Taken Date04/09/2026 Sample Unique Key9
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 testing04/09/2026
Sample typeAcceptance A brief description of the sampleClass II Aggregate Base
The quantity of what the sample constitutes23.7 kg From where was the sample collectedJob Site
First name of sampler or witnessed byMaryAnna Last name of sampler or witnessed byLandaverde
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-210 EB, MVP @ PM R0.81, Sta 66+75 - 67+55
Where the material sample would have been placed if not sampled

Test Details

DIME Sample ID: 2026-04-09-9
DIME Test ID: 2026-04-09-9-2
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: 2026-04-09

Test Results


Is oversize material: No
Input Type: Measured
Tester's full name: Gabriel Ramirez
Date of test: 04/09/2026
In-place wet density: 2.17
Highest adjust wet density: 2.28
% Moisture: no data
Optimum Moisture: no data
Relative compaction: 95
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 4/9/2026