DIME - Test Summary

Summary for Test 2025-01-30-16-1

Test performed: CTM 216-June 2011

Project Identifiers	Project ID: 993122 DEA: 07322304 EFIS: 0716000054
DIST-CO-RTE-PM	07-LA-110-22.8
Award Date	10/04/2021
Closeout Date	09/24/2024
Work Description	CONSTRUCT AND REPLACE BRIDGE RAILS.
Location Description	LOS ANGELES COUNTY IN LOS ANGELES AT FIFTH STREET OVERCROSSING AND AT SIXTH STREET OVERCROSSING
QA Service Level	1 (Verified on 08/04/2021)

Sample Taken Date	01/30/2025	Sample Unique Key	16
Date that the sample was received by the laboratory/organization performing the testing	01/30/2025	Sample type	Quality Control
A brief description of the sample	Class 3 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	4242327257	Laboratory sample identification
Linked DIME Sample ID		The fabricator/manufacturer/facility name	CA Rasmussen Inc.
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)	Jobsite
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	Roadway
Where the material sample would have been placed if not sampled		Primary Aggregate Nominal Size	1/2 inch
The concrete mix design number		Lot number
Sublot number		Aggregate Mix Number

DIME Sample ID: 2025-01-30-16

DIME Test ID: 2025-01-30-16-1

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: 2025-01-31

Is oversize material: No

Input Type: Measured

Tester's full name: LR Collier

Date of test: 01/30/2025

In-place wet density: 2.13

Highest adjust wet density: 2.24

% Moisture: 10.9 %

Optimum Moisture: 10.9 %

Relative compaction: 95

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

Test was verified on 1/31/2025 ✔