Summary for Test 2024-10-04-77-2

Test performed: CTM 216-June 2011

Project Information

Project IdentifiersProject ID: 995379
DEA: 072XF704
EFIS: 0723000127
DIST-CO-RTE-PM07-VEN-33-44.2/57.2
Award Date03/01/2023
Closeout DateNot set
Work DescriptionReconstruct slopes, place RSP, clean drainage systems
Location DescriptionNot set
QA Service Level1 (Verified on 11/27/2023)

Sample Information

Sample Taken Date10/04/2024 Sample Unique Key77
Will the laboratory/organization for which you are a member perform testing on this material sample?Yes Date that the sample was received by the laboratory/organization performing the testing10/04/2024
Sample typeAcceptance A brief description of the samplePM 44.11 on Hwy 33
The quantity of what the sample constitutes400 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 sampler8189748391
Laboratory sample identification24-3091 Linked DIME Sample ID
The fabricator/manufacturer/facility nameR & R Demo and Grading Corp. Transportation Laboratory (TL) Number
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure namePM 44.11 on Hwy 33 Bid ItemNot set

Material Information

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

Test Details

DIME Sample ID: 2024-10-04-77
DIME Test ID: 2024-10-04-77-2
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: 2024-10-17

Test Results


Is oversize material: No
Input Type: Measured
Tester's full name: Caesar Ramirez
Date of test: 10/04/2024
In-place wet density: 2.13
Highest adjust wet density: 2.24
% Moisture: 11.5 %
Optimum Moisture: no data
Relative compaction: 95
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 10/17/2024