DIME - Test Summary

Summary for Test 2023-07-25-65-1

Test performed: AASHTO T27-14

Project Identifiers	Project ID: 214451 DEA: 07303704 EFIS: 0714000035
DIST-CO-RTE-PM	07-LA-101-8.0/27.3
Award Date	12/19/2019
Closeout Date	05/07/2024
Work Description	REPLACE CONCRETE BARRIERS.
Location Description	THE CITY AND COUNTY OF LOS ANGELES FROM PILGRIMAGE OVERCROSSING TO VALLEY CIRCLE BOULEVARD OVERCROSSING
QA Service Level	1 (Verified on 08/12/2020)

Sample Taken Date	07/25/2023	Sample Unique Key	65
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	08/03/2023
Sample type	Department Acceptance	A brief description of the sample	3/4 HMA-A
The quantity of what the sample constitutes	120 tons	From where was the sample collected	Manufacturer
First name of sampler or witnessed by	victor	Last name of sampler or witnessed by	Pham
Title of sampler		Telephone number of sampler	2137924794
Laboratory sample identification		Linked DIME Sample ID
The fabricator/manufacturer/facility name	AAA-Irwindale	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)	91-33-0005
The fabricator's/manufacturer's product name for the sample	Mix 3/4 HMA-A	The fabricator/manufacturer designation for the sample
The plant number	Irwindale	A detailed description of where the material sample was collected	Belt Discharge
Where the material sample would have been placed if not sampled		Primary Aggregate Nominal Size	3/4 inch
The concrete mix design number	10579	Lot number
Sublot number		Aggregate Mix Number

DIME Sample ID: 2023-07-25-65

DIME Test ID: 2023-07-25-65-1

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: 2023-08-28

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?: No

Input Type: Calculated

Tester's full name: A.Truong

Date of test: 08/05/2023

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: 86 %

Cumulative percent passing the 3/8 in. sieve: 75 %

Cumulative percent passing the #4 sieve: 49 %

Cumulative percent passing the #8 sieve: 29 %

Cumulative percent passing the #16 sieve: 18 %

Cumulative percent passing the #30 sieve: 12 %

Cumulative percent passing the #50 sieve: 8 %

Cumulative percent passing the #100 sieve: 5 %

Cumulative percent passing the #200 sieve: 4.3 %

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

Test was verified on 8/28/2023 ✔