Summary for Test 2023-07-07-45-2

Test performed: CTM 216-June 2011

Project Information

Project IdentifiersProject ID: 993806
DEA: 07330504
EFIS: 0716000214
DIST-CO-RTE-PM07-LA-710-R15.1/21.9
Award Date08/02/2022
Closeout Date09/24/2024
Work DescriptionINSTALL HIGHWAY PLANTING AND PLACE MINOR CONCRETE.
Location DescriptionLOS ANGELES COUNTY AT VARIOUS LOCATIONS FROM 0.2 MILE NORTH OF ROSECRANS AVENUE TO 0.1 MILE SOUTH OF ATLANTIC AVENUE UNDERCROSSING
QA Service Level1 (Verified on 05/11/2022)

Sample Information

Sample Taken Date07/07/2023 Sample Unique Key45
Date that the sample was received by the laboratory/organization performing the testing07/07/2023 Sample typeDepartment Acceptance
A brief description of the sampleSoil for Subgrade. The quantity of what the sample constitutes467 yd2
From where was the sample collectedJob Site First name of sampler or witnessed byRosauro
Last name of sampler or witnessed byNogoy Title of samplerTEC
Telephone number of sampler213793931 Laboratory sample identification23-0987
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 sample
The fabricator/manufacturer designation for the sampleSubgrade A detailed description of where the material sample was collectedFrom various locations at subgrade.
Where the material sample would have been placed if not sampled

Test Details

DIME Sample ID: 2023-07-07-45
DIME Test ID: 2023-07-07-45-2
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: 2023-07-31

Test Results


Is oversize material: No
Input Type: Measured
Tester's full name: Rosauro Nogoy
Date of test: 07/07/2023
In-place wet density: 2.01
Highest adjust wet density: 2.11
% Moisture: 10.0 %
Optimum Moisture: 12.0 %
Relative compaction: 95
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 7/31/2023 ✔