DIME - Test Summary

Summary for Test 2026-07-09-70-1

Test performed: CTM 216-June 2011

Project Identifiers	Project ID: 993595 DEA: 042Q5504 EFIS: 0419000024
DIST-CO-RTE-PM	04-SOL-12-7.9/14.1
Award Date	02/14/2025
Closeout Date	Not set
Work Description	RHMA OVERLAY, REPLACE CULVERTS, BRIDGE RAILS, AND MEDIAN BARRIERS.
Location Description	SOLANO COUNTY NEAR SUISUN CITY FROM 0.2 MILE EAST OF LAWLER RANCH PARKWAY TO 0.5 MILE EAST OF SHILOH ROAD
QA Service Level	1 (Verified on 02/22/2022)

Sample Taken Date	07/09/2026	Sample Unique Key	70
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	07/09/2026
Sample type	Quality Assurance	A brief description of the sample	AB
The quantity of what the sample constitutes	38 Yards	From where was the sample collected	Job Site
First name of sampler or witnessed by	Henry	Last name of sampler or witnessed by	Concepcion
Title of sampler		Telephone number of sampler
Laboratory sample identification		Linked DIME Sample ID
The fabricator/manufacturer/facility name	Vulcan	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	HWY 12,1ST LIFT EAST OF BRIDGE , EB
Where the material sample would have been placed if not sampled

DIME Sample ID: 2026-07-09-70

DIME Test ID: 2026-07-09-70-1

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: 2026-07-14

Is oversize material: No

Input Type: Calculated

Tester's full name: Sunil Champaneria

Date of test: 07/09/2026

In-place wet density: 2.17

Highest adjust wet density: 2.37

% Moisture: 9.6 %

Optimum Moisture: 12.0 %

Relative compaction: 92

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

Test was verified on 7/14/2026 ✔