Summary for Test 2026-08-06-3-1

Test performed: CTM 216-June 2011

Project Information

Project IdentifiersProject ID: 1001625
DEA: 11173704
EFIS: 1100020255
DIST-CO-RTE-PM11-SD-805-2.6/3.2
Award DateNot set
Closeout DateNot set
Work DescriptionWIDEN INTERCHANGE, STRUCTURES, HMA-A, RHMA-G, LANDSCAPE, & ELECTRICAL.
Location DescriptionSAN DIEGO COUNTY IN SAN DIEGO FROM 0.3 MILE SOUTH TO 0.3 MILE NORTH OF PALM AVENUE OVERCROSSING
QA Service Level1 (Verified on 03/04/2026)

Sample Information

Sample Taken Date08/06/2026 Sample Unique Key3
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 testing08/06/2026
Sample typeQuality Assurance A brief description of the sampleStructure Backfill
The quantity of what the sample constitutes1 bag From where was the sample collectedJob Site
First name of sampler or witnessed byDaniel Paul Last name of sampler or witnessed bySmith
Title of sampler Telephone number of sampler
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameSoil 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: 2026-08-06-3
DIME Test ID: 2026-08-06-3-1
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: 2026-08-10

Test Results


Is oversize material: No
Input Type: Measured
Tester's full name: Daniel Smith
Date of test: 08/06/2026
In-place wet density: 2.10
Highest adjust wet density: 2.17
% Moisture: 15.4 %
Optimum Moisture: 15.0 %
Relative compaction: 97
General comments (publicly viewable) (Max 1000 characters): Complies Target for Structural Backfill is 95% - Tested 97%

Test was verified on 8/10/2026