Summary for Test 2022-06-29-10-2

Test performed: CTM 216-June 2011

Project Information

Project IdentifiersProject ID: 993316
DEA: 07325304
EFIS: 0716000083
DIST-CO-RTE-PM07-LA-118-R1.5/R10.2
Award Date12/27/2021
Closeout Date09/24/2024
Work DescriptionCONSTRUCT STORM WATER TREATMENT DEVICES AND IMPORTED BORROW.
Location DescriptionLOS ANGELES COUNTY AT VARIOUS LOCATIONS FROM 0.3 MILE WEST OF ROUTE 118/27 SEPARATION TO 0.2 MILE EAST OF SEPULVEDA BOULEVARD UNDERCROSSING
QA Service Level1 (Verified on 11/30/2021)

Sample Information

Sample Taken Date06/29/2022 Sample Unique Key10
Date that the sample was received by the laboratory/organization performing the testing06/29/2022 Sample typeDepartment Acceptance
A brief description of the sampleSubgrade The quantity of what the sample constitutes754 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 sampler2137939321 Laboratory sample identification
Linked DIME Sample ID22-1613 The fabricator/manufacturer/facility namePowell Construcion
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: 2022-06-29-10
DIME Test ID: 2022-06-29-10-2
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: 2022-07-08

Test Results


Is oversize material: No
Input Type: Measured
Tester's full name: Rosauro Nogoy
Date of test: 06/29/2022
In-place wet density: 2.04
Highest adjust wet density: 2.21
% Moisture: 7.2 %
Optimum Moisture: 9.2 %
Relative compaction: 92
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 7/8/2022 ✔