DIME - Test Summary

Summary for Test 2023-06-01-116-1

Test performed: AASHTO T27-14

Project Identifiers	Project ID: 214437 DEA: 07323104 EFIS: 0716000061
DIST-CO-RTE-PM	07-LA-210-R36.0/R40.6
Award Date	Not set
Closeout Date	Not set
Work Description	PSR-TMDL
Location Description	LOS ANGELES COUNTY IN IRWINDALE AND AZUSA FROM 0.1 MILE EAST HIGHLAND AVENUE UNDERCROSSING TO SOUTH CITRUS AVENUE OVERCROSSING
QA Service Level	1 (Verified on 06/30/2021)

Sample Taken Date	06/01/2023	Sample Unique Key	116
Will the laboratory/organization for which you are a member perform testing on this material sample?	No	Date that the sample was received by the laboratory/organization performing the testing	06/16/2023
Sample type	Acceptance	A brief description of the sample	3/4 HMA AGGREGATE
The quantity of what the sample constitutes	160 tons	From where was the sample collected	Manufacturer
First name of sampler or witnessed by	GERRY	Last name of sampler or witnessed by	ZUBIETA
Title of sampler		Telephone number of sampler	9092087741
Laboratory sample identification	9310	Linked DIME Sample ID
The fabricator/manufacturer/facility name	Vulcan Irwindale	Transportation Laboratory (TL) Number	C-924530A
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)	91-19-0035
The fabricator's/manufacturer's product name for the sample	3/4 HMA -A	The fabricator/manufacturer designation for the sample
The plant number		A detailed description of where the material sample was collected	Cold Feed Conveyer Stream
Where the material sample would have been placed if not sampled	HMA MAT	Primary Aggregate Nominal Size	3/4 inch
The concrete mix design number	226108M IRW LTR	Lot number
Sublot number		Aggregate Mix Number

DIME Sample ID: 2023-06-01-116

DIME Test ID: 2023-06-01-116-1

Testing Lab: CT D07 - Plant Services

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

Test Release Date: 2023-08-25

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): No

Has the fine aggregate sample been reduced?: Yes

Input Type: Calculated

Tester's full name: Gerardo Zubieta

Date of test: 06/01/2023

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: 95 %

Cumulative percent passing the 1/2 in. sieve: 78 %

Cumulative percent passing the 3/8 in. sieve: 70 %

Cumulative percent passing the #4 sieve: 48 %

Cumulative percent passing the #8 sieve: 34 %

Cumulative percent passing the #16 sieve: 24 %

Cumulative percent passing the #30 sieve: 15 %

Cumulative percent passing the #50 sieve: 8 %

Cumulative percent passing the #100 sieve: 4 %

Cumulative percent passing the #200 sieve: 2.9 %

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

Test was verified on 8/25/2023 ✔