DIME - Test Summary

Summary for Test 2022-10-01-6-1

Test performed: CTM 231-March 2013

Sample Taken Date	10/01/2022	Sample Unique Key	6
Date that the sample was received by the laboratory/organization performing the testing	10/01/2022	Sample type	Department Acceptance
A brief description of the sample	Aggregate Base	The quantity of what the sample constitutes	419 sq. yd.
From where was the sample collected	Job Site	First name of sampler or witnessed by	Philip
Last name of sampler or witnessed by	Maquiran	Title of sampler	MREA
Telephone number of sampler	12133581518	Laboratory sample identification	22-2589
Linked DIME Sample ID		The fabricator/manufacturer/facility name	Granite Construction
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	From various locations at Aggregate Base
Where the material sample would have been placed if not sampled

DIME Sample ID: 2022-10-01-6

DIME Test ID: 2022-10-01-6-1

Testing Lab: CT D07 - Materials Field Laboratory, Unit 1953

Test Method: CTM 231-March 2013: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates Using Nuclear Gages

Test Release Date: 2022-10-13

Method Type:: Direct Read

Number of Tests:: 3

Common Test Maximum Used:: No

Input Type: Calculated

Tester's full name: Phillip Maquiran

Date of test: 10/01/2022

Sum of Count or Density: 6.09 g/cc

Average of Count or Density: 2.03 g/cc

Sum of Moisture Count: 0.67 g/cc

Average of Moisture Count: 0.22 g/cc

Calculated Percent Relative Compaction: 95.3 %

Reported Percent Relative Compaction: 95 %

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

Test was verified on 10/13/2022 ✔