DIME - Test Summary

Summary for Test 2020-03-16-2-1

Test performed: AASHTO T27-14

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	03/16/2020	Sample Unique Key	2
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	03/16/2020
Sample type	Verification	A brief description of the sample	1/2" Combined Gradation
The quantity of what the sample constitutes	JMF Verification	From where was the sample collected	Source
First name of sampler or witnessed by	Test	Last name of sampler or witnessed by	Test
Title of sampler		Telephone number of sampler
Laboratory sample identification		Linked DIME Sample ID
The fabricator/manufacturer/facility name	vulcan materials	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)	91-01-0010::CALMAT/PLEASANTON
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	1/2 inch
The concrete mix design number	Unknown	Lot number	Unknown
Sublot number	Unknown	Aggregate Mix Number	Not set

DIME Sample ID: 2020-03-16-2

DIME Test ID: 2020-03-16-2-1

Testing Lab: CT HQ - Sacramento Hot Mix Asphalt Laboratory

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

Test Release Date: 2020-03-16

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: Clinton Edmiston

Date of test: 03/16/2020

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: 95.2 %

Cumulative percent passing the 3/8 in. sieve: 78.4 %

Cumulative percent passing the 1/4 in. sieve: 78.4 %

Cumulative percent passing the #4 sieve: 48.5 %

Cumulative percent passing the #8 sieve: 31.7 %

Cumulative percent passing the #16 sieve: 19 %

Cumulative percent passing the #30 sieve: 12 %

Cumulative percent passing the #50 sieve: 7.5 %

Cumulative percent passing the #100 sieve: 4.3 %

Cumulative percent passing the #200 sieve: 2.7 %

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

Test was verified on 3/16/2020 ✔