Summary for Test 2025-02-21-16-2

Test performed: CTM 216-June 2011

Project Information

Project IdentifiersProject ID: 995320
DEA: 072XC604
EFIS: 0723000084
DIST-CO-RTE-PM07-VEN-33-12.6/16.5, 12.6/23.75
Award Date01/11/2023
Closeout DateNot set
Work DescriptionRemove the mud and debris from the roadway, repair the eroded slopes, clean the drainage systems and basins, repair the damaged shoulders and roadside signs and markers, and fix the compromised drainage system
Location DescriptionNot set
QA Service Level1 (Verified on 11/27/2023)

Sample Information

Sample Taken Date02/21/2025 Sample Unique Key16
Date that the sample was received by the laboratory/organization performing the testing02/21/2025 Sample typeAcceptance
A brief description of the sampleAggregate Base The quantity of what the sample constitutes36 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 identification25-0609
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 sampleAggregate Base
The fabricator/manufacturer designation for the sample A detailed description of where the material sample was collectedFrom various locations at Aggregate Base
Where the material sample would have been placed if not sampled

Test Details

DIME Sample ID: 2025-02-21-16
DIME Test ID: 2025-02-21-16-2
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: 2025-02-25

Test Results


Is oversize material: No
Input Type: Measured
Tester's full name: Lou Ralph Achuela
Date of test: 02/21/2025
In-place wet density: 2.18
Highest adjust wet density: 2.24
% Moisture: 9.9 %
Optimum Moisture: 9.9 %
Relative compaction: 97
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 2/25/2025 ✔