DIME - Test Summary

Summary for Test 2023-07-21-58-2

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	07/21/2023	Sample Unique Key	58
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	07/21/2023
Sample type	Quality Assurance	A brief description of the sample	Recycled Materials Structal Backfill
The quantity of what the sample constitutes	Sample Weight 2650	From where was the sample collected	Job Site
First name of sampler or witnessed by	Nick	Last name of sampler or witnessed by	Hall
Title of sampler		Telephone number of sampler	7072999133
Laboratory sample identification		Linked DIME Sample ID
The fabricator/manufacturer/facility name	Grinder Material from Allison Yard	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	On site Roadway STA720 to 724
Where the material sample would have been placed if not sampled

DIME Sample ID: 2023-07-21-58

DIME Test ID: 2023-07-21-58-2

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: 2023-12-14

Is oversize material: No

Input Type: Calculated

Tester's full name: IGNACIO ARECHIGA

Date of test: 07/21/2023

In-place wet density: 2.24

Highest adjust wet density: 2.30

% Moisture: 10.3 %

Optimum Moisture: 12.3 %

Relative compaction: 97

General comments (publicly viewable) (Max 1000 characters): Results reported on 7-21-2023 @ 11:13AM

Test was verified on 12/14/2023 ✔