Summary for Test 2026-06-16-70-2

Test performed: CTM 216-June 2011

Project Information

Project IdentifiersProject ID: 1000604
DEA: 07355604
EFIS: 0719000014
DIST-CO-RTE-PM07-LA-105-R2.0
Award Date02/20/2025
Closeout DateNot set
Work DescriptionCONSTRUCT A MAINTENANCE EQUIPMENT TRAINING CENTER.
Location DescriptionLOS ANGELES COUNTY IN LOS ANGELES AT 0.1 MILE WEST OF ROUTE 105/405 SEPARATION
QA Service Level1 (Verified on 09/24/2024)

Sample Information

Sample Taken Date06/16/2026 Sample Unique Key70
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 testing06/16/2026
Sample typeAcceptance A brief description of the sampleSoil for Subgrade
The quantity of what the sample constitutes87 cy From where was the sample collectedJob Site
First name of sampler or witnessed byLou Ralph Last name of sampler or witnessed byAchuela
Title of samplerTET Telephone number of sampler2138170504
Laboratory sample identification26-2073 Linked DIME Sample ID
The fabricator/manufacturer/facility nameN/A 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 collectedFrom various locations at subgrade
Where the material sample would have been placed if not sampled

Test Details

DIME Sample ID: 2026-06-16-70
DIME Test ID: 2026-06-16-70-2
Testing Lab: CT D07 - Materials Field Laboratory, Unit 1953
Test Method: CTM 216-June 2011: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates
Test Release Date: 2026-06-24

Test Results


Is oversize material: No
Input Type: Measured
Tester's full name: Lou Ralph Achuela
Date of test: 06/16/2026
In-place wet density: 1.91
Highest adjust wet density: 2.17
% Moisture: no data
Optimum Moisture: no data
Relative compaction: 88
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 6/24/2026