DIME - Test Summary

Summary for Test 2019-04-01-18-1

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	04/01/2019	Sample Unique Key	18
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	04/01/2019
Sample type	Quality Control	A brief description of the sample	3/8-inch Aggregate (Untreated)
The quantity of what the sample constitutes	Mix Design	From where was the sample collected	Source
First name of sampler or witnessed by	CGI	Last name of sampler or witnessed by	CGI
Title of sampler		Telephone number of sampler
Laboratory sample identification		Linked DIME Sample ID
The fabricator/manufacturer/facility name	Shaw Pit	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)	91-25-0008::SHAW PIT
The fabricator's/manufacturer's product name for the sample	Unknown	The fabricator/manufacturer designation for the sample	19-1278.105A
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	1/2 inch
The concrete mix design number	19-04-S1a	Lot number	0
Sublot number	0	Aggregate Mix Number	Not set

DIME Sample ID: 2019-04-01-18

DIME Test ID: 2019-04-01-18-1

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: 2019-05-08

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: CGI

Date of test: 04/01/2019

Cumulative percent passing the 1 1/2 in. sieve: 100 %

Cumulative percent passing the 1 in. sieve: 100 %

Cumulative percent passing the 3/4 in. sieve: 100 %

Cumulative percent passing the 1/2 in. sieve: 100 %

Cumulative percent passing the 3/8 in. sieve: 78 %

Cumulative percent passing the 1/4 in. sieve: 40.5 %

Cumulative percent passing the #4 sieve: 3 %

Cumulative percent passing the #8 sieve: 1 %

Cumulative percent passing the #16 sieve: 1 %

Cumulative percent passing the #30 sieve: 1 %

Cumulative percent passing the #50 sieve: 1 %

Cumulative percent passing the #100 sieve: 1 %

Cumulative percent passing the #200 sieve: 1 %

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

Test was verified on 5/8/2019 ✔