Summary for Test 2023-12-01-8-2

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 Date12/01/2023 Sample Unique Key8
Date that the sample was received by the laboratory/organization performing the testing12/01/2023 Sample typeDepartment Acceptance
A brief description of the sampleEmbankment The quantity of what the sample constitutes3000 SF
From where was the sample collectedJob Site First name of sampler or witnessed byMichelangelo
Last name of sampler or witnessed bySese Title of samplerTET
Telephone number of sampler310-345-6204 Laboratory sample identification23-2110
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 name
Bid ItemNot set

Material Information

Material TypeSoil The fabricator's/manufacturer's product name for the sampleEmbankment
The fabricator/manufacturer designation for the sample A detailed description of where the material sample was collectedVarious locations
Where the material sample would have been placed if not sampled

Test Details

DIME Sample ID: 2023-12-01-8
DIME Test ID: 2023-12-01-8-2
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: 2023-12-01

Test Results


Is oversize material: No
Input Type: Measured
Tester's full name: Michelangelo Sese
Date of test: 12/01/2023
In-place wet density: 2.10
Highest adjust wet density: 2.28
% Moisture: 9.2 %
Optimum Moisture: no data
Relative compaction: 92
General comments (publicly viewable) (Max 1000 characters): NB Rte. 33 PM 27.30

Test was verified on 12/1/2023 ✔