DIME - Test Summary

Summary for Test 2025-01-07-8-2

Test performed: CTM 216-June 2011

Project Identifiers	Project ID: 994977 DEA: 081L3204 EFIS: 0820000026
DIST-CO-RTE-PM	08-RIV-91-15.6/21.6
Award Date	09/25/2023
Closeout Date	Not set
Work Description	MINOR CONCRETE, WOOD MULCH & PLANT ESTABLISHMENT WORK.
Location Description	RIVERSIDE COUNTY IN RIVERSIDE FROM 0.1 MILE WEST OF ADAMS STREET TO ROUTE 60/91/215 SEPARATION
QA Service Level	1 (Verified on 08/15/2023)

Sample Taken Date	01/07/2025	Sample Unique Key	8
Will the laboratory/organization for which you are a member perform testing on this material sample?	Yes	Date that the sample was received by the laboratory/organization performing the testing	01/07/2025
Sample type	Acceptance	A brief description of the sample	Native Soil for Subgrade
The quantity of what the sample constitutes	19.0 kg	From where was the sample collected	Job Site
First name of sampler or witnessed by	Gabriel	Last name of sampler or witnessed by	Ramirez
Title of sampler		Telephone number of sampler
Laboratory sample identification		Linked DIME Sample ID
The fabricator/manufacturer/facility name	CTM 231 TEST LOCATION	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
The fabricator/manufacturer designation for the sample		A detailed description of where the material sample was collected	SR-91 WB Off Ramp to Madison St, MVP #5, Sta 187+76.00 - 188+59.88
Where the material sample would have been placed if not sampled

DIME Sample ID: 2025-01-07-8

DIME Test ID: 2025-01-07-8-2

Testing Lab: CT D08 - Fontana Field Testing Laboratory

Test Method: CTM 216-June 2011: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates

Test Release Date: 2025-01-08

Is oversize material: No

Input Type: Calculated

Tester's full name: Gabriel Ramirez

Date of test: 01/07/2025

In-place wet density: 2.23

Highest adjust wet density: 2.30

% Moisture: no data

Optimum Moisture: no data

Relative compaction: 97

General comments (publicly viewable) (Max 1000 characters): Density Spec 90%

Test was verified on 1/8/2025 ✔