Summary for Test 2025-04-01-12-2

Test performed: CTM 216-June 2011

Project Information

Project IdentifiersProject ID: 1000392
DEA: 07349904
EFIS: 0718000167
DIST-CO-RTE-PM07-LA-710-6.0/14.1
Award Date09/12/2024
Closeout DateNot set
Work DescriptionCONSTRUCT MVPS, MGS, ROCK BLANKETS,AND PAVE BEYOND THE GORE.
Location DescriptionLOS ANGELES COUNTY IN LONG BEACH AND COMPTOM FROM SHORELINE DRIVE TO 0.2 MILE NORTH OF ALONDRA BOULEVARD OVERCROSSING
QA Service Level1 (Verified on 08/12/2024)

Sample Information

Sample Taken Date04/01/2025 Sample Unique Key12
Date that the sample was received by the laboratory/organization performing the testing04/01/2025 Sample typeQuality Assurance
A brief description of the sampleSubgrade The quantity of what the sample constitutes142 yd2
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 identification25-0961
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 sampleSubgrade
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: 2025-04-01-12
DIME Test ID: 2025-04-01-12-2
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: 2025-04-04

Test Results


Is oversize material: No
Input Type: Measured
Tester's full name: Lou Ralph Achuela
Date of test: 04/04/2025
In-place wet density: 1.68
Highest adjust wet density: 1.88
% Moisture: 11.5 %
Optimum Moisture: 11.5 %
Relative compaction: 89
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 4/4/2025 ✔