DIME - Test Summary

Summary for Test 2017-04-20-16-1

Test performed: AASHTO T27-14

Project Identifiers	DEA: No Project
DIST-CO-RTE-PM	---
Award Date	Not set
Closeout Date	11/01/2022
Work Description	Special project identifier for material not associated with a project
Location Description	Not set
QA Service Level	NOT VERIFIED

Sample Taken Date	04/20/2017	Sample Unique Key	16
Date that the sample was received by the laboratory/organization performing the testing	04/20/2017	Sample type	Quality Control
A brief description of the sample	5/8-inch Untreated Aggregate	The quantity of what the sample constitutes	Mix Design
From where was the sample collected	Source	First name of sampler or witnessed by	PEI
Last name of sampler or witnessed by	PEI	Title of sampler	Unknown
Telephone number of sampler	Unknown	Laboratory sample identification	Unknown
Linked DIME Sample ID	Unknown	The fabricator/manufacturer/facility name	Shasta Ranch Aggregates
Transportation Laboratory (TL) Number	Unknown	Inspector Lot Number from the Transportation Laboratory (TL) Form	Unknown
Structure unique identifier	Not set	Structure name	Not set
Bid Item	Not set

Material Type	Aggregate	Source Identification (SMARA, name of Pit or Job Site)	91-45-0057::SHASTA RANCH AGGREGATES
The fabricator's/manufacturer's product name for the sample	Unknown	The fabricator/manufacturer designation for the sample	Unknown
The plant number	Unknown	A detailed description of where the material sample was collected	Stockpile
Where the material sample would have been placed if not sampled	Unknown	Primary Aggregate Nominal Size	3/4 inch
The concrete mix design number	Unknown	Lot number	Not set
Sublot number	Not set	Aggregate Mix Number	Not set
HMA Pay	No

DIME Sample ID: 2017-04-20-16

DIME Test ID: 2017-04-20-16-1

Testing Lab: CT D02 - Redding Northern Regional Laboratory

Test Method: AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)

Test Release Date: 2018-03-21

What type of gradation is being tested?: HMA Gradation

Individual or cumulative mass retained on each sieve?: Cumulative Mass Retained

Does this test use 1/4 sieve? (question for HMA Gradation Type): Yes

Has the fine aggregate sample been reduced?: No

Input Type: Calculated

Tester's full name: PEI

Date of test: 04/20/2017

General comments (publicly viewable) (Max 1000 characters): Data input by Ward Jenkins for PEI during beta. 1/4 in. sieve value is speculative.

Test was verified on 3/21/2018 ✔