Summary for Test 2024-06-11-15-2

Test performed: CTM 216-June 2011

Project Information

Project IdentifiersProject ID: 1000245
DEA: 072XN104
EFIS: 0724000222
DIST-CO-RTE-PM07-VEN-150-
Award DateNot set
Closeout DateNot set
Work DescriptionRetaining wall repair due to landslide emergency at Route 150 in Santa Paula.
Location DescriptionRoute 150 in Santa Paula.
QA Service Level1 (Verified on 04/05/2024)

Sample Information

Sample Taken Date06/11/2024 Sample Unique Key15
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 testing06/11/2024
Sample typeAcceptance A brief description of the sampleStructural Backfill
The quantity of what the sample constitutes40 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 identification24-1446 Linked DIME Sample ID
The fabricator/manufacturer/facility nameN/A Transportation Laboratory (TL) Number
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure name 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 collectedFrom various locations at Embankment
Where the material sample would have been placed if not sampled

Test Details

DIME Sample ID: 2024-06-11-15
DIME Test ID: 2024-06-11-15-2
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: 2024-06-11

Test Results


Is oversize material: No
Input Type: Calculated
Tester's full name: Phillip Maquiran
Date of test: 06/11/2024
In-place wet density: 1.92
Highest adjust wet density: 2.10
% Moisture: 17.8 %
Optimum Moisture: 17.8 %
Relative compaction: 91
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 6/11/2024