DIME - Test Summary

Summary for Test 2023-08-22-33-6

Test performed: AASHTO T304-11

Project Identifiers	Project ID: 994620 DEA: 120T6304 EFIS: 1222000073
DIST-CO-RTE-PM	12-ORA-39-3.2/5.8
Award Date	06/12/2023
Closeout Date	06/18/2024
Work Description	COLD PLANE AC PVMT AND PLACE RHMA.
Location Description	ORANGE COUNTY IN HUNTINGTON BEACH FROM ELLIS AVENUE/MAIN STREET TO STARK DRIVE
QA Service Level	1 (Verified on 07/07/2023)

Sample Taken Date	08/22/2023	Sample Unique Key	33
Date that the sample was received by the laboratory/organization performing the testing	08/25/2023	Sample type	Verification
A brief description of the sample	PSUE 1/2" RHMA-G-SP 0.25% EVO	The quantity of what the sample constitutes	4 Bags Of Aggregate
From where was the sample collected	Manufacturer	First name of sampler or witnessed by	RJ Noble
Last name of sampler or witnessed by	QC	Title of sampler
Telephone number of sampler		Laboratory sample identification	0435G-23
Linked DIME Sample ID		The fabricator/manufacturer/facility name	RJ Noble Orange
Transportation Laboratory (TL) Number		Inspector Lot Number from the Transportation Laboratory (TL) Form
Structure unique identifier		Structure name
Bid Item	Not set

Material Type	Aggregate	Source Identification (SMARA, name of Pit or Job Site)	91-33-0014, 91-33-0035
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	Belt Cut at RJ Noble Orange Plant
Where the material sample would have been placed if not sampled	Asphalt Paving	Primary Aggregate Nominal Size	1/2 inch
The concrete mix design number	50R003ARSPWEO	Lot number
Sublot number		Aggregate Mix Number

DIME Sample ID: 2023-08-22-33

DIME Test ID: 2023-08-22-33-6

Testing Lab: CT D08 - Fontana Southern Regional Laboratory

Test Method: AASHTO T304-11: Standard Method of Test for Uncompacted Void Content of Fine Aggregate (Fine of Crushed Particles)

Test Release Date: 2023-10-26

What test method is performed?: Method A

Input Type: Calculated

Tester's full name: Satish Jain

Date of test: 09/01/2023

Bulk dry specific gravity: 2.666

Average uncompacted voids: 47.9 %

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

Test was verified on 10/26/2023 ✔