DIME - Test Summary

Summary for Test 2023-01-27-35-8

Test performed: AASHTO T210-15

Project Identifiers	Project ID: 66669 DEA: JMF-DATA EFIS: JMF-DATA
DIST-CO-RTE-PM	59---
Award Date	Not set
Closeout Date	Not set
Work Description	Special project for storing JMF sample data
Location Description	Not set
QA Service Level	NOT VERIFIED

Sample Taken Date	01/27/2023	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	02/13/2023
Sample type	Verification	A brief description of the sample	Aggregate
The quantity of what the sample constitutes	6 Bags	From where was the sample collected	Source
First name of sampler or witnessed by	Glenn	Last name of sampler or witnessed by	Bradley
Title of sampler		Telephone number of sampler
Laboratory sample identification	23-JMFPP-0014	Linked DIME Sample ID	2023-02-13-6
The fabricator/manufacturer/facility name	SPM Templeton	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)	91-10-0006
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	Plant
Where the material sample would have been placed if not sampled		Primary Aggregate Nominal Size	1/2 inch
The concrete mix design number		Lot number
Sublot number		Aggregate Mix Number

DIME Sample ID: 2023-01-27-35

DIME Test ID: 2023-01-27-35-8

Testing Lab: CT HQ - Sacramento Aggregate Testing Laboratory

Test Method: AASHTO T210-15: Standard Method of Test for Aggregate Durability Index (Durability Index)

Test Release Date: 2023-02-27

Which test procedure(s) is/are used?: Procedure A and Procedure B

Input Type: Measured

Tester's full name: Bang Nguyen

Date of test: 02/23/2023

Was strict temperature control maintained?: Yes

What type of water was used?: Deminerialized

Height of sediment column: 0.9 in

Clay reading: 6.5 in

Sand reading: 4.3 in

Durability Index (coarse): 76

Durability Index (fine): 67

General comments (publicly viewable) (Max 1000 characters): Run Durability Procedure "A" Coarse Aggregate and Procedure "B" Fine Aggregate.

Test was verified on 2/27/2023 ✔