DIME - Test Summary

Summary for Test 2023-05-15-87-1

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	05/15/2023	Sample Unique Key	87
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	05/16/2023
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	3/4 HMA-A	The fabricator/manufacturer designation for the sample	mix 105793
The plant number	Irwindale Hot Plant	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	105793	Lot number
Sublot number		Aggregate Mix Number

DIME Sample ID: 2023-05-15-87

DIME Test ID: 2023-05-15-87-1

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: 2023-05-30

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: Measured

Tester's full name: Victor Pham

Date of test: 05/19/2023

	Cumulative Mass Retained	Cumulative Percent Passing
Total mass of material in the sample	6272 grams
1 1/2 in. sieve	0 grams	100 %
1 in. sieve	0 grams	100 %
3/4 in. sieve	200 grams	97 %
1/2 in. sieve	1056 grams	83 %
3/8 in. sieve	1922 grams	69 %
#4 sieve	3471 grams	45 %
Fine Sample Mass (reduced)	338 grams
#8 sieve	108 grams	31 %
#16 sieve	184 grams	21 %
#30 sieve	238 grams	13 %
#50 sieve	278 grams	8 %
#100 sieve	300 grams	5 %
#200. sieve	311 grams	3.6 %
On the pan	312 grams

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

Test was verified on 5/30/2023 ✔