DIME - Test Summary

Summary for Test 2023-09-15-26-1

Test performed: AASHTO T27-14

Project Identifiers	Project ID: 994330 DEA: 09366404 EFIS: 0916000006
DIST-CO-RTE-PM	09-MNO-395-58.2/60.4
Award Date	Not set
Closeout Date	Not set
Work Description	HOT MIX ASPHALT (TYPE A), IMPORTED BORROW, AND ROADWAY EXCAVATION.
Location Description	MONO COUNTY ABOUT 6 MILES NORTH OF LEE VINING FROM ROUTE 167 TO 0.4 MILE NORTH OF CONWAY RANCH ROAD
QA Service Level	1 (Verified on 07/31/2023)

Sample Taken Date	09/15/2023	Sample Unique Key	26
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	09/18/2023
Sample type	Department Acceptance	A brief description of the sample	Sand / gravel blend
The quantity of what the sample constitutes	1 Bag of Import Borrow	From where was the sample collected	Job Site
First name of sampler or witnessed by	Jeffery	Last name of sampler or witnessed by	Puente
Title of sampler	QA	Telephone number of sampler	6614400636
Laboratory sample identification	Import - 01	Linked DIME Sample ID
The fabricator/manufacturer/facility name	Granite Lee Vining	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)	Granite Lee Vining
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	Windrow
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: 2023-09-15-26

DIME Test ID: 2023-09-15-26-1

Testing Lab: CT D09 - Bishop Field Laboratory

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

Test Release Date: 2023-10-20

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?: Yes

Input Type: Calculated

Tester's full name: Derek Carrington

Date of test: 10/20/2023

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: 91 %

Cumulative percent passing the #4 sieve: 71 %

Cumulative percent passing the #8 sieve: 56 %

Cumulative percent passing the #16 sieve: 43 %

Cumulative percent passing the #30 sieve: 31 %

Cumulative percent passing the #50 sieve: 20 %

Cumulative percent passing the #100 sieve: 13 %

Cumulative percent passing the #200 sieve: 8 %

General comments (publicly viewable) (Max 1000 characters): Import Borrow-01

Test was verified on 10/20/2023 ✔