Summary for Test 2024-12-11-55-2

Test performed: CTM 216-June 2011

Project Information

Project IdentifiersProject ID: 995106
DEA: 072XA604
EFIS: 0723000080
DIST-CO-RTE-PM07-LA-2-65.2/66.4, 65.2/66.40000000000001
Award Date12/16/2022
Closeout Date09/25/2025
Work DescriptionRepair/reconstruct side slope at the erosion gullies, earthen berms along the shoulder, reconstruct existing MGS, place erosion control on the reconstructed side slopes
Location DescriptionNot set
QA Service Level1 (Verified on 08/30/2023)

Sample Information

Sample Taken Date12/11/2024 Sample Unique Key55
Date that the sample was received by the laboratory/organization performing the testing12/11/2024 Sample typeAcceptance
A brief description of the sample07-LA/Route 02 PM 65.3 The quantity of what the sample constitutes556 sy
From where was the sample collectedJob Site First name of sampler or witnessed byCaesar
Last name of sampler or witnessed byRamirez Title of samplerTransportation Engineer Civil
Telephone number of sampler(818) 974-8391 Laboratory sample identification24-3806
Linked DIME Sample ID The fabricator/manufacturer/facility nameContractor
Transportation Laboratory (TL) Number Inspector Lot Number from the Transportation Laboratory (TL) Form
Structure unique identifier Structure name07-LA/Route 02 PM 65.3
Bid ItemNot set

Material Information

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

Test Details

DIME Sample ID: 2024-12-11-55
DIME Test ID: 2024-12-11-55-2
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: 2025-01-29

Test Results


Is oversize material: No
Input Type: Measured
Tester's full name: Caesar Ramirez
Date of test: 12/11/2024
In-place wet density: 2.31
Highest adjust wet density: 2.35
% Moisture: 6.0 %
Optimum Moisture: 8.0 %
Relative compaction: 98
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 1/29/2025 ✔