DIME - Test Summary

Summary for Test 2022-05-19-14-1

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	05/19/2022	Sample Unique Key	14
Date that the sample was received by the laboratory/organization performing the testing	05/19/2022	Sample type	Department Acceptance
A brief description of the sample	agg base	The quantity of what the sample constitutes	na
From where was the sample collected	Job Site	First name of sampler or witnessed by	LR
Last name of sampler or witnessed by	Collier	Title of sampler	TET
Telephone number of sampler	14242327257	Laboratory sample identification
Linked DIME Sample ID		The fabricator/manufacturer/facility name	na
Transportation Laboratory (TL) Number		Inspector Lot Number from the Transportation Laboratory (TL) Form
Structure unique identifier		Structure name	SB 5 AVSF S-5000
Bid Item	Not set

Material Type	Soil	The fabricator's/manufacturer's product name for the sample
The fabricator/manufacturer designation for the sample		A detailed description of where the material sample was collected	At test holes around Austin Vault
Where the material sample would have been placed if not sampled

DIME Sample ID: 2022-05-19-14

DIME Test ID: 2022-05-19-14-1

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: 2022-05-19

Is oversize material: No

Input Type: Measured

Tester's full name: LR Collier

Date of test: 05/19/2022

In-place wet density: 2.10

Highest adjust wet density: 2.21

% Moisture: 9.7 %

Optimum Moisture: 9.7 %

Relative compaction: 95

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

Test was verified on 5/19/2022 ✔