Summary for Test 2025-05-07-57-2

Test performed: CTM 216-June 2011

Project Information

Project IdentifiersProject ID: 995361
DEA: 072XF604
EFIS: 0723000126
DIST-CO-RTE-PM07-VEN-33-24.25/27.3
Award Date03/02/2023
Closeout DateNot set
Work DescriptionRebuild the eroded side slopes, rebuild the damaged shoulders, reconstruct the dike, repair the sinkhole on the shoulder, repair the eroded areas next to EP, behind guardrail, and around the flumes, reinstall guardrail, rebuild RSP, clean the drainage systems, construct a SPW
Location DescriptionNot set
QA Service Level1 (Verified on 11/27/2023)

Sample Information

Sample Taken Date05/07/2025 Sample Unique Key57
Date that the sample was received by the laboratory/organization performing the testing05/07/2025 Sample typeAcceptance
A brief description of the samplePM24.75 on Hwy33 The quantity of what the sample constitutes213 SY
From where was the sample collectedJob Site First name of sampler or witnessed bySopheak
Last name of sampler or witnessed byChong Title of samplerTEC
Telephone number of sampler2138170174 Laboratory sample identification25-1486
Linked DIME Sample ID The fabricator/manufacturer/facility nameNA
Transportation Laboratory (TL) Number Inspector Lot Number from the Transportation Laboratory (TL) Form
Structure unique identifier Structure namePM24.75 on Hwy33
Bid ItemNot set

Material Information

Material TypeSoil The fabricator's/manufacturer's product name for the sampleAggregate Base
The fabricator/manufacturer designation for the samplevarious location A.B A detailed description of where the material sample was collectedJobsite
Where the material sample would have been placed if not sampledJobsite

Test Details

DIME Sample ID: 2025-05-07-57
DIME Test ID: 2025-05-07-57-2
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: 2025-05-15

Test Results


Is oversize material: No
Input Type: Measured
Tester's full name: Sopheak Chong
Date of test: 05/15/2025
In-place wet density: 2.16
Highest adjust wet density: 2.24
% Moisture: 8.2 %
Optimum Moisture: 10.2 %
Relative compaction: 96
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 5/15/2025 ✔