DIME - Test Summary

Summary for Test 2024-04-10-45-1

Test performed: CTM 216-June 2011

Project Identifiers	Project ID: 215677 DEA: 044G0804 EFIS: 0412000332 COOP: 042676
DIST-CO-RTE-PM	04-SOL-80-R10.4/30.2
Award Date	01/18/2022
Closeout Date	Not set
Work Description	Highway widening, overhead signs, and electronic toll system.
Location Description	In Solano County in Fairfield and Vacaville from 1.0 mile west of Red Top Road Undercrossing to 0.4 mile east of Leisure Town Road Overcrossing.
QA Service Level	1 (Verified on 04/11/2022)

Sample Taken Date	04/10/2024	Sample Unique Key	45
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	04/10/2024
Sample type	Quality Assurance	A brief description of the sample	Structure Backfill
The quantity of what the sample constitutes	11 cy	From where was the sample collected	Job Site
First name of sampler or witnessed by	Daniel	Last name of sampler or witnessed by	Ringler
Title of sampler	Lab Technician	Telephone number of sampler	7078161520
Laboratory sample identification	Con_24_114	Linked DIME Sample ID
The fabricator/manufacturer/facility name	Native Recycled	Transportation Laboratory (TL) Number
Inspector Lot Number from the Transportation Laboratory (TL) Form		Structure unique identifier
Structure name

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	Sample Collected on the grade at the Job site
Where the material sample would have been placed if not sampled

DIME Sample ID: 2024-04-10-45

DIME Test ID: 2024-04-10-45-1

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: 2024-04-12

Is oversize material: No

Input Type: Calculated

Tester's full name: Daniel Ringler

Date of test: 04/10/2024

In-place wet density: 2.27

Highest adjust wet density: 2.37

% Moisture: 5.6 %

Optimum Moisture: 7.6 %

Relative compaction: 96

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

Test was verified on 4/12/2024 ✔