Summary for Test 2024-06-07-7-1

Test performed: CTM 216-June 2011

Project Information

Project IdentifiersProject ID: 995260
DEA: 061G0504
EFIS: 0623000195
DIST-CO-RTE-PM06-FRE-VAR,(180),245-99/104, (99.0)/0.0/(104.0)/9.0
Award Date03/29/2023
Closeout DateNot set
Work DescriptionRoutes 180, 245 Emergency Slip Out Repair
Location DescriptionNot set
QA Service Level1 (Verified on 10/20/2023)

Sample Information

Sample Taken Date06/07/2024 Sample Unique Key7
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 testing06/07/2024
Sample typeAcceptance A brief description of the sampleNative Soil
The quantity of what the sample constitutes1 Bucket From where was the sample collectedJob Site
First name of sampler or witnessed bynoah Last name of sampler or witnessed byHunt
Title of samplerConsultant Telephone number of sampler
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameCal Valley Construction Transportation Laboratory (TL) Number
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure name

Material Information

Material TypeSoil The fabricator's/manufacturer's product name for the sample
The fabricator/manufacturer designation for the sample A detailed description of where the material sample was collectedwall #2
Where the material sample would have been placed if not sampled

Combined Gradation Report Information

Combined Gradation Report IdBin IndexDime Test Id
No assigned tests for this sample.

Test Details

DIME Sample ID: 2024-06-07-7
DIME Test ID: 2024-06-07-7-1
Testing Lab: CT D06 - Millbrook Field Laboratory
Test Method: CTM 216-June 2011: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates
Test Release Date: 2024-06-07

Test Results


Is oversize material: No
Input Type: Measured
Tester's full name: Tomas Silva
Date of test: 06/07/2024
In-place wet density: 2.04
Highest adjust wet density: 2.14
% Moisture: no data
Optimum Moisture: no data
Relative compaction: 95
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 6/7/2024