DIME - Test Summary

Summary for Test 2023-10-18-35-3

Test performed: CTM 216-June 2011

Project Identifiers	Project ID: 993424 DEA: 04281204 EFIS: 0400000769
DIST-CO-RTE-PM	04-NAP-29,221-5.5/6.7,0.0/0.2
Award Date	03/21/2022
Closeout Date	Not set
Work Description	HMA, RDWY EXCAVATION, STRUCTURAL CONC AND MODIFYING LIGHTING SYSTEMS.
Location Description	NAPA COUNTY NEAR NAPA ON ROUTE 29 FROM 0.7 MILE SOUTH TO 0.5 MILE NORTH OF ROUTE 221 AND ON ROUTE 221 FROM 0.2 MILE NORTH OF ROUTE 29 TO ROUTE 29
QA Service Level	1 (Verified on 12/08/2021)

Sample Taken Date	10/18/2023	Sample Unique Key	35
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	10/18/2023
Sample type	Quality Assurance	A brief description of the sample	Class 2 AB
The quantity of what the sample constitutes	2600g	From where was the sample collected	Source
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	Napa Quarry	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	G1, G2 Line
Where the material sample would have been placed if not sampled

DIME Sample ID: 2023-10-18-35

DIME Test ID: 2023-10-18-35-3

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: 2023-12-15

Is oversize material: No

Input Type: Calculated

Tester's full name: IGNACIO ARECHIGA

Date of test: 10/18/2023

In-place wet density: 2.14

Highest adjust wet density: 2.22

% Moisture: 7.0 %

Optimum Moisture: 9.0 %

Relative compaction: 96

General comments (publicly viewable) (Max 1000 characters): Results reported to inspector on 10-18-2023

Test was verified on 12/15/2023 ✔