DIME - Test Summary

Summary for Test 2022-10-13-3-1

Test performed: CTM 216-June 2011

Project Identifiers	Project ID: 211260 DEA: 072159U4 EFIS: 0715000160
DIST-CO-RTE-PM	07-LA,ORA-5-0.0/1.5, 44.3/44.4
Award Date	05/27/2016
Closeout Date	08/01/2023
Work Description	CONSTRUCT HOV LANES AND MIX FLOW LANES.
Location Description	LOS ANGELES AND ORANGE COUNTIES IN BUENA PARK, LA MIRADA, CERRITOS AND SANTA FE SPRINGS FROM ARTESIA BOULEVARD UNDERCROSSING TO NORTH FORK COYOTE CREEK
QA Service Level	1 (Verified on 03/16/2016)

Sample Taken Date	10/13/2022	Sample Unique Key	3
Date that the sample was received by the laboratory/organization performing the testing	10/13/2022	Sample type	Department Acceptance
A brief description of the sample	Aggregate Base	The quantity of what the sample constitutes	4515 sqft
From where was the sample collected	Job Site	First name of sampler or witnessed by	Chad
Last name of sampler or witnessed by	Chotibhongs	Title of sampler	MREA
Telephone number of sampler	213-817-0387	Laboratory sample identification	22-2718
Linked DIME Sample ID		The fabricator/manufacturer/facility name	Security Paving
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)	NA
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	Not set

DIME Sample ID: 2022-10-13-3

DIME Test ID: 2022-10-13-3-1

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: 2022-10-13

Is oversize material: No

Input Type: Measured

Tester's full name: Chad Chotibhongs

Date of test: 10/13/2022

In-place wet density: 2.13

Highest adjust wet density: 2.21

% Moisture: 8.1 %

Optimum Moisture: 8.1 %

Relative compaction: 96

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

Test was verified on 10/13/2022 ✔