DIME - Test Summary

Summary for Test 2023-08-12-2-2

Test performed: CTM 216-June 2011

Project Identifiers	Project ID: 993664 DEA: 073311U4 EFIS: 0719000098
DIST-CO-RTE-PM	07-VEN-23,101-R3.3/R3.7,0.2/40.8
Award Date	08/31/2022
Closeout Date	Not set
Work Description	CONSTRUCT GUARDRAILS AND CONCRETE BARRIER.
Location Description	VENTURA COUNTY IN THOUSAND OAKS, CAMARILLO, OXNARD AND VENTURA ON ROUTE 101 FROM THE LOS ANGELES /VENTURA COUNTY LINE TO OLD PACIFIC COAST HIGHWAY AND ON ROUTE 23 FROM ROUTE 23/101 SEPARATION TO HILLCREST DRIVE
QA Service Level	1 (Verified on 05/11/2022)

Sample Taken Date	08/12/2023	Sample Unique Key	2
Date that the sample was received by the laboratory/organization performing the testing	08/12/2023	Sample type	Department Acceptance
A brief description of the sample	Subgrade	The quantity of what the sample constitutes	1218 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	23-1218
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	Subgrade
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: 2023-08-12-2

DIME Test ID: 2023-08-12-2-2

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: 2023-08-12

Is oversize material: No

Input Type: Measured

Tester's full name: Michelangelo Sese

Date of test: 08/12/2023

In-place wet density: 2.02

Highest adjust wet density: 2.15

% Moisture: 11.8 %

Optimum Moisture: no data

Relative compaction: 94

General comments (publicly viewable) (Max 1000 characters): US-101 SB @ Lynn Rd Shoulder MVP Loc. # 42 Sta. 281+85 to Sta. 282+72

Test was verified on 8/12/2023 ✔