DIME - Test Summary

Summary for Test 2025-09-03-105-1

Test performed: CTM 216-June 2011

Project Identifiers	Project ID: 1001375 DEA: 040A53T4 EFIS: 0421000155 COOP: 040A53TCM
DIST-CO-RTE-PM	04-SOL-80-L1.8/L3.2
Award Date	06/20/2025
Closeout Date	Not set
Work Description	Construct I-80 WB Truck Scales
Location Description	CONSTRUCTION ON STATE HIGHWAY IN SOLANO COUNTY IN AND NEAR FAIRFIELD ON ROUTE 12 FROM THE 80/12 EAST JUNCTION TO 0.9 MILE EAST OF CHADBOURNE ROAD UNDERCROSSING AND ON ROUTE 80 FROM 0.5 MILE WEST OF DAN WILSON CREEK BRIDGE TO WEST TEXAS STREET UNDERCROSSI
QA Service Level	1 (Verified on 07/10/2025)

Sample Taken Date	09/03/2025	Sample Unique Key	105
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	09/03/2025
Sample type	Quality Assurance	A brief description of the sample	Imported Borrow
The quantity of what the sample constitutes	2000 SQYD	From where was the sample collected	Job Site
First name of sampler or witnessed by	Casey	Last name of sampler or witnessed by	Farrington
Title of sampler		Telephone number of sampler
Laboratory sample identification		Linked DIME Sample ID
The fabricator/manufacturer/facility name	Collected at jobsite	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	Jobsite
Where the material sample would have been placed if not sampled

DIME Sample ID: 2025-09-03-105

DIME Test ID: 2025-09-03-105-1

Testing Lab: CT D04 - Concord Field Laboratory

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

Test Release Date: 2025-11-25

Is oversize material: No

Input Type: Calculated

Tester's full name: Casey Farrington

Date of test: 09/03/2025

In-place wet density: 2.14

Highest adjust wet density: 2.26

% Moisture: no data

Optimum Moisture: no data

Relative compaction: 95

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

Test was verified on 11/25/2025 ✔