Summary for Test 2024-06-12-68-2

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 Date03/01/2023
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 Date06/12/2024 Sample Unique Key68
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 testing06/12/2024
Sample typeAcceptance A brief description of the sampleSubgrade
The quantity of what the sample constitutes167 cy From where was the sample collectedJob Site
First name of sampler or witnessed byLou Ralph Last name of sampler or witnessed byAchuela
Title of samplerTET Telephone number of sampler2138170504
Laboratory sample identification24-1465 Linked DIME Sample ID
The fabricator/manufacturer/facility nameGranite 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 sampleSubgrade
The fabricator/manufacturer designation for the sample A detailed description of where the material sample was collectedfrom various location at subgrade
Where the material sample would have been placed if not sampled

Test Details

DIME Sample ID: 2024-06-12-68
DIME Test ID: 2024-06-12-68-2
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: 2024-06-19

Test Results


Is oversize material: Yes
Input Type: Measured
Tester's full name: Lou Ralph Achuela
Date of test: 06/12/2024
In-place wet density: 2.19
Percentage passing 3/4 in. sieve: 86 %
Percentage retained on 3/4 in. sieve: 14 %
Specific gravity of material passing 3/4 in. sieve: 2.28
Specific gravity of material retained on 3/4 in. sieve: 2.24 %
% Moisture: 10.1 %
Optimum Moisture: no data
Coefficient for 3/4 in. aggregate: 1
Corrected density: 2.27
Relative compaction: 96
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 6/19/2024