DIME - Test Summary

Summary for Test 2023-12-19-28-2

Test performed: CTM 216-June 2011

Project Identifiers	Project ID: 210687 DEA: 07316604
DIST-CO-RTE-PM	07-LA-1-41.8/42.1, 41.8-42.1
Award Date	12/31/1969
Closeout Date	08/22/2018
Work Description	INSTALL RSP TO PREVENT HIGH SURF FROM DESTROYING ROADWAY SUPPORT SLOPE, TRAVEL WAY
Location Description	IN LA,IN MALIBU 1MILE N/O TOPANGE CNY RD
QA Service Level	NOT VERIFIED

Sample Taken Date	12/19/2023	Sample Unique Key	28
Date that the sample was received by the laboratory/organization performing the testing	12/19/2023	Sample type	Quality Assurance
A brief description of the sample	Native Soil	The quantity of what the sample constitutes	1 bag
From where was the sample collected	Source	First name of sampler or witnessed by	Alberto
Last name of sampler or witnessed by	Pineda-Gonzalez	Title of sampler
Telephone number of sampler		Laboratory sample identification	23-2282
Linked DIME Sample ID		The fabricator/manufacturer/facility name	N/A
Transportation Laboratory (TL) Number		Inspector Lot Number from the Transportation Laboratory (TL) Form
Structure unique identifier		Structure name
Bid Item	Not set

Material Type	Aggregate	Source Identification (SMARA, name of Pit or Job Site)	N/A
The fabricator's/manufacturer's product name for the sample		The fabricator/manufacturer designation for the sample
The plant number		A detailed description of where the material sample was collected	CTM 231 Test Holes
Where the material sample would have been placed if not sampled		Primary Aggregate Nominal Size	3/8 inch
The concrete mix design number		Lot number
Sublot number		Aggregate Mix Number

DIME Sample ID: 2023-12-19-28

DIME Test ID: 2023-12-19-28-2

Testing Lab: Alta Vista Solutions - Whittier

Test Method: CTM 216-June 2011: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates

Test Release Date: 2024-02-23

Is oversize material: No

Input Type: Measured

Tester's full name: Alberto Pineda-Gonzalez

Date of test: 12/19/2023

In-place wet density: 2.13

Highest adjust wet density: 2.17

% Moisture: no data

Optimum Moisture: no data

Relative compaction: 98

General comments (publicly viewable) (Max 1000 characters):

Test was verified on 2/23/2024 ✔