DIME - Test Summary

Summary for Test 2023-09-15-9-2

Test performed: CTM 216-June 2011

Project Identifiers	Project ID: 994960 DEA: 073325A4 EFIS: 0716000270
DIST-CO-RTE-PM	07-LA-2-26.4/79.8
Award Date	09/27/2022
Closeout Date	11/07/2024
Work Description	INSTALL METAL BEAM GUARDRAILS.
Location Description	LOS ANGELES COUNTY NEAR LA CANADA FLINTRIDGE FROM BAY TREE ROAD TO BIG PINES HIGHWAY
QA Service Level	1 (Verified on 07/13/2023)

Sample Taken Date	09/15/2023	Sample Unique Key	9
Date that the sample was received by the laboratory/organization performing the testing	09/15/2023	Sample type	Department Acceptance
A brief description of the sample	Class 2 Aggregate Base	The quantity of what the sample constitutes	6552 SF
From where was the sample collected	Job Site	First name of sampler or witnessed by	Michelangelo
Last name of sampler or witnessed by	Sese	Title of sampler	TET
Telephone number of sampler	310-345-6204	Laboratory sample identification	23-1412
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
Bid Item	Not set

Material Type	Soil	The fabricator's/manufacturer's product name for the sample	Aggregate Base
The fabricator/manufacturer designation for the sample		A detailed description of where the material sample was collected	Various locations
Where the material sample would have been placed if not sampled

DIME Sample ID: 2023-09-15-9

DIME Test ID: 2023-09-15-9-2

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: 2023-09-15

Is oversize material: Yes

Input Type: Measured

Tester's full name: Michelangelo Sese

Date of test: 09/15/2023

In-place wet density: 2.21

Percentage passing 3/4 in. sieve: 80 %

Percentage retained on 3/4 in. sieve: 20 %

Specific gravity of material passing 3/4 in. sieve: 2.35

Specific gravity of material retained on 3/4 in. sieve: 2.52 %

% Moisture: 2.5 %

Optimum Moisture: no data

Coefficient for 3/4 in. aggregate: 1.00

Corrected density: 2.38

Relative compaction: 93

General comments (publicly viewable) (Max 1000 characters): NB Rte. 2 PM 76.62 DS-6 Angeles Crest Highway Sta. 2697+88 to Sta. 2701+52

Test was verified on 9/15/2023 ✔