Summary for Test 2023-03-09-8-2

Test performed: CTM 216-June 2011

Project Information

Project IdentifiersProject ID: 212720
DEA: 07291404
EFIS: 0712000094
DIST-CO-RTE-PM07-LA-1-55-58
Award Date02/18/2021
Closeout DateNot set
Work DescriptionTRANCAS CREEK BRIDGE REPLACEMENT
Location DescriptionIN LOS ANGELES IN CITY OF MALIBU AT TRANCAS CREEK BRIDGE (53-0027).
QA Service Level1 (Verified on 04/02/2021)

Sample Information

Sample Taken Date03/09/2023 Sample Unique Key8
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 testing03/09/2023
Sample typeDepartment Acceptance A brief description of the sampleEmbankment
The quantity of what the sample constitutes750 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 identification23-0257 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 nameTrancas Creek Bridge

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 collectedVarious locations
Where the material sample would have been placed if not sampled

Test Details

DIME Sample ID: 2023-03-09-8
DIME Test ID: 2023-03-09-8-2
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: 2023-03-10

Test Results


Is oversize material: No
Input Type: Measured
Tester's full name: Michelangelo Sese
Date of test: 03/09/2023
In-place wet density: 2.32
Highest adjust wet density: 2.41
% Moisture: 6.1 %
Optimum Moisture: no data
Relative compaction: 96
General comments (publicly viewable) (Max 1000 characters): NB Rte. 1 in Malibu Trancas Creek Bridge Abutment #5

Test was verified on 3/10/2023