DIME - Test Summary

Summary for Test 2023-06-01-36-2

Test performed: CTM 216-June 2011

Project Identifiers	Project ID: 99999 DEA: 0322222
DIST-CO-RTE-PM	03-SAC,OMG-888,99,80-0.6-0.6
Award Date	Not set
Closeout Date	Not set
Work Description	THIS PROJECT RECORD WAS ADDED FOR DIME TESTERS - DATA SUBMITTED FOR THIS PROJECT SHOULD NOT BE USED FOR ANY OTHER PURPOSES.
Location Description	THIS PROJECT RECORD WAS ADDED FOR DIME TESTERS - DATA SUBMITTED FOR THIS PROJECT SHOULD NOT BE USED FOR ANY OTHER PURPOSES.
QA Service Level	(Verified on 04/05/2013)

Sample Taken Date	06/01/2023	Sample Unique Key	36
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	06/01/2023
Sample type	Quality Assurance	A brief description of the sample	3/4" ab
The quantity of what the sample constitutes	1000 yd2	From where was the sample collected	Job Site
First name of sampler or witnessed by	Leif	Last name of sampler or witnessed by	Ayres
Title of sampler		Telephone number of sampler	7074960974
Laboratory sample identification		Linked DIME Sample ID
The fabricator/manufacturer/facility name	Mercer Fraser - Fortuna	Transportation Laboratory (TL) Number
Inspector Lot Number from the Transportation Laboratory (TL) Form		Structure unique identifier
Structure name

Material Type	Aggregate	Source Identification (SMARA, name of Pit or Job Site)	91-12-0002
The fabricator's/manufacturer's product name for the sample		The fabricator/manufacturer designation for the sample
The plant number		A detailed description of where the material sample was collected	windrow from roadway
Where the material sample would have been placed if not sampled		Primary Aggregate Nominal Size	3/4 inch
The concrete mix design number		Lot number
Sublot number		Aggregate Mix Number

DIME Sample ID: 2023-06-01-36

DIME Test ID: 2023-06-01-36-2

Testing Lab: CT D01 - District 1 Materials Laboratory

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

Test Release Date: 2023-06-06

Is oversize material: No

Input Type: Calculated

Tester's full name: Leif Ayres

Date of test: 06/06/2023

In-place wet density: 2.23

Highest adjust wet density: 2.23

% Moisture: 6.4 %

Optimum Moisture: 6.5 %

Relative compaction: 100

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

Test was verified on 6/6/2023 ✔