Summary for Test 2023-10-17-77-2

Test performed: CTM 216-June 2011

Project Information

Project IdentifiersProject ID: 995361
DEA: 072XF604
EFIS: 0723000126
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 Date10/17/2023 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 testing10/17/2023
Sample typeDepartment Acceptance A brief description of the sampleEmbankment
The quantity of what the sample constitutes178 sq. yd. From where was the sample collectedJob Site
First name of sampler or witnessed byPhilip Last name of sampler or witnessed byMaquiran
Title of samplerMREA Telephone number of sampler(213) 358-1518
Laboratory sample identification23-1700 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 sample
The fabricator/manufacturer designation for the sample A detailed description of where the material sample was collectedFrom various locations at Embankment
Where the material sample would have been placed if not sampled

Test Details

DIME Sample ID: 2023-10-17-77
DIME Test ID: 2023-10-17-77-2
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: 2023-11-27

Test Results

Is oversize material: No
Input Type: Calculated
Tester's full name: Phillip Maquiran
Date of test: 10/17/2023
In-place wet density: 2.13
Highest adjust wet density: 2.28
% Moisture: 13.9 %
Optimum Moisture: 15.9 %
Relative compaction: 93
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 11/27/2023