Summary for Test 2022-02-09-3-2

Test performed: CTM 216-June 2011

Project Information

Project IdentifiersProject ID: 215299
DEA: 07260804
EFIS: 0712000104
DIST-CO-RTE-PM07-LA-10,405-16.6/30.1,4.8/8.7
Award Date01/29/2021
Closeout Date03/05/2024
Work DescriptionCONSTRUCT GROSS SOLIDS REMOVAL DEVICES, BIOSWALES AND MEDIA FILTERS.
Location DescriptionLOS ANGELES COUNTY AT VARIOUS LOCATIONS ON ROUTE 10 0.1 MILE WEST OF SANTA FE AVENUE TO 0.2 MILE WEST OF COGSWELL ROAD UNDERCROSSING AND ON ROUTE 405 0.1 MILE EAST OF CHEERY AVENUE OVERCROSSING TO 0.1 MILE WEST OF SOUTH ALAMEDA STREET UNDERCROSSING
QA Service Level1 (Verified on 04/05/2021)

Sample Information

Sample Taken Date02/09/2022 Sample Unique Key3
Date that the sample was received by the laboratory/organization performing the testing02/09/2022 Sample typeDepartment Acceptance
A brief description of the sampleStructure Backfill The quantity of what the sample constitutes424 SF
From where was the sample collectedJob Site First name of sampler or witnessed byMichelangelo
Last name of sampler or witnessed bySese Title of samplerTET
Telephone number of sampler310-345-6204 Laboratory sample identification22-0261
Linked DIME Sample ID The fabricator/manufacturer/facility nameNA
Transportation Laboratory (TL) Number Inspector Lot Number from the Transportation Laboratory (TL) Form
Structure unique identifier Structure nameRW 164
Bid ItemNot set

Material Information

Material TypeSoil The fabricator's/manufacturer's product name for the sampleStructure Backfill
The fabricator/manufacturer designation for the sample A detailed description of where the material sample was collectedfrom various location
Where the material sample would have been placed if not sampled

Test Details

DIME Sample ID: 2022-02-09-3
DIME Test ID: 2022-02-09-3-2
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: 2022-02-09

Test Results


Is oversize material: No
Input Type: Measured
Tester's full name: Michelangelo Sese
Date of test: 02/09/2022
In-place wet density: 2.16
Highest adjust wet density: 2.33
% Moisture: 9.5 %
Optimum Moisture: no data
Relative compaction: 93
General comments (publicly viewable) (Max 1000 characters): EB 10 On-Ramp from Steward St Sta. 10+00 to Sta. 11+06 Behind RW 164

Test was verified on 2/9/2022 ✔