Summary for Test 2023-05-13-2-1

Test performed: CTM 216-June 2011

Project Information

Project IdentifiersProject ID: 215100
DEA: 071XP904
EFIS: 0720000158
DIST-CO-RTE-PM07-LA-118-R5.75, R5.75/R5.75, 5.75/5.75
Award Date07/30/2020
Closeout Date10/02/2023
Work DescriptionREPAIR FAILED DRAINAGE SYSTEM ON LA COUNTY W/B LA-118 RESEDA BLVD
Location DescriptionW/B LA-118 RESEDA BLVD
QA Service Level1 (Verified on 06/30/2021)

Sample Information

Sample Taken Date05/13/2023 Sample Unique Key2
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 testing05/13/2023
Sample typeAcceptance A brief description of the sampleEmbankment
The quantity of what the sample constitutes270 CY From where was the sample collectedJob Site
First name of sampler or witnessed byJacinto Last name of sampler or witnessed byVillanueva
Title of samplerTEC Telephone number of sampler8182096574
Laboratory sample identification23-0622 Linked DIME Sample ID
The fabricator/manufacturer/facility nameOrnelas 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 sampleembankment
The fabricator/manufacturer designation for the sample A detailed description of where the material sample was collectedfrom varioyus locations at embankment
Where the material sample would have been placed if not sampled

Test Details

DIME Sample ID: 2023-05-13-2
DIME Test ID: 2023-05-13-2-1
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: 2023-05-14

Test Results


Is oversize material: No
Input Type: Measured
Tester's full name: Jacinto Villanueva
Date of test: 05/13/2023
In-place wet density: 2.02
Highest adjust wet density: 2.19
% Moisture: 14.1 %
Optimum Moisture: 16.1 %
Relative compaction: 92
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 5/14/2023