DIME - Test Summary

Summary for Test 2023-07-11-27-6

Test performed: AASHTO T304-11

Project Identifiers	Project ID: 215109 DEA: 081C8504 EFIS: 0813000047
DIST-CO-RTE-PM	08-RIV-74-0.0/5.8
Award Date	Not set
Closeout Date	Not set
Work Description	ROADWAY EXCAVATION, HOT MIX ASPHALT, AND STRUCTURAL SHOTCRETE WALLS.
Location Description	RIVERSIDE COUNTY NEAR LAKE ELSINORE FROM ORANGE COUNTY LINE TO MONTE VISTA STREET
QA Service Level	1 (Verified on 02/24/2021)

Sample Taken Date	07/11/2023	Sample Unique Key	27
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	07/14/2023
Sample type	Verification	A brief description of the sample	PSUE 3/4" HMA-A-SP R25 0.5% LAS
The quantity of what the sample constitutes	3 Bags Of Agg., 1 Bag Rap	From where was the sample collected	Manufacturer
First name of sampler or witnessed by	Martin	Last name of sampler or witnessed by	Marietta QC
Title of sampler		Telephone number of sampler
Laboratory sample identification	0366A-23	Linked DIME Sample ID
The fabricator/manufacturer/facility name	CCA- Lake Elsinore	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)	91-33-0098
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 CCA-Lake Elsinore
Where the material sample would have been placed if not sampled	Asphalt Paving	Primary Aggregate Nominal Size	3/4 inch
The concrete mix design number	53417615FR	Lot number
Sublot number		Aggregate Mix Number

DIME Sample ID: 2023-07-11-27

DIME Test ID: 2023-07-11-27-6

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: 2023-10-04

What test method is performed?: Method A

Input Type: Calculated

Tester's full name: Satish Jain

Date of test: 07/21/2023

Bulk dry specific gravity: 2.588

Average uncompacted voids: 49 %

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

Test was verified on 10/4/2023 ✔