Summary for Test 2026-02-25-5-2

Test performed: CTM 216-June 2011

Project Information

Project IdentifiersProject ID: 1000762
DEA: 11430364
EFIS: 1118000109
DIST-CO-RTE-PM11-SD-79-20.2/53.0
Award Date03/19/2025
Closeout DateNot set
Work DescriptionCULVERT REPAIR, GUARDRAIL, FLASHING BEACON AND SIGN REPLACEMENTS.
Location DescriptionSAN DIEGO COUNTY AT VARIOUS LOCATIONS FROM WEST JUNCTION ROUTE 78 TO RIVERSIDE COUNTY LINE
QA Service Level1 (Verified on 05/02/2025)

Sample Information

Sample Taken Date02/25/2026 Sample Unique Key5
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 testing02/25/2026
Sample typeQuality Assurance A brief description of the sampleSubbase
The quantity of what the sample constitutes1 bag From where was the sample collectedJob Site
First name of sampler or witnessed byMohammed Last name of sampler or witnessed byMasud
Title of sampler Telephone number of sampler
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameNative 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 collectedJobsite
Where the material sample would have been placed if not sampled

Test Details

DIME Sample ID: 2026-02-25-5
DIME Test ID: 2026-02-25-5-2
Testing Lab: CT D11 - District 11 Materials Laboratory
Test Method: CTM 216-June 2011: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates
Test Release Date: 2026-03-06

Test Results


Is oversize material: No
Input Type: Measured
Tester's full name: Shawn Rivers
Date of test: 02/26/2026
In-place wet density: 2.21
Highest adjust wet density: 2.24
% Moisture: 7.8 %
Optimum Moisture: 8.0 %
Relative compaction: 99
General comments (publicly viewable) (Max 1000 characters): Complies

Test was verified on 3/6/2026