DIME - Test Summary

Summary for Test 2020-01-17-16-1

Test performed: AASHTO T27-14

Project Identifiers	Project ID: 66667 DEA: JMFPP EFIS: 0019000043
DIST-CO-RTE-PM	59---
Award Date	Not set
Closeout Date	Not set
Work Description	Special project for submitting Sample information for JMF Prequalification Program.
Location Description	Not set
QA Service Level	NOT VERIFIED

Sample Taken Date	01/17/2020	Sample Unique Key	16
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	01/17/2020
Sample type	Quality Control	A brief description of the sample	Bin 3
The quantity of what the sample constitutes	Multiple bags, ~40 lbs	From where was the sample collected	Source
First name of sampler or witnessed by	Daniel	Last name of sampler or witnessed by	Miltz
Title of sampler		Telephone number of sampler
Laboratory sample identification		Linked DIME Sample ID
The fabricator/manufacturer/facility name	Salinas Asphalt Facility	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)	91-24-0009
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	Pulled from Bin 3
Where the material sample would have been placed if not sampled		Primary Aggregate Nominal Size	3/8 inch
The concrete mix design number		Lot number
Sublot number		Aggregate Mix Number	Not set

DIME Sample ID: 2020-01-17-16

DIME Test ID: 2020-01-17-16-1

Testing Lab: Granite Construction Company - Coastal

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

Test Release Date: 2021-02-11

What type of gradation is being tested?: Combined Gradation

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

Does this test use 1/4 sieve? (question for HMA Gradation Type): No

Has the fine aggregate sample been reduced?: No

Input Type: Calculated

Tester's full name: Ryan Gibbs

Date of test: 01/17/2020

Cumulative percent passing the 2 in. sieve: 100 %

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: 99 %

Cumulative percent passing the 3/8 in. sieve: 97 %

Cumulative percent passing the #4 sieve: 4 %

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: 0.5 %

Cumulative percent passing the #200 sieve: 0.3 %

General comments (publicly viewable) (Max 1000 characters): Average of multiple bin 3 samples pulled over course of the design to set final targets

Test was verified on 2/11/2021 ✔