DIME - Test Summary

Summary for Test 2023-08-14-66-6

Test performed: AASHTO T304-11

Project Identifiers	Project ID: 995022 DEA: 09392104 EFIS: 0922000034
DIST-CO-RTE-PM	09--58-R107.7/R118.0
Award Date	04/12/2023
Closeout Date	11/01/2023
Work Description	Place RHMA-G (Bonded Wearing Course) over existing pavement.
Location Description	IN KERN COUNTY ABOUT 17 MILES EAST OF TEHACHAPI FROM 0.1 MILE EAST OF CACHE CREEK BRIDGE TO 1.8 MILES EAST OF BUSINESS ROUTE 58 OVERCROSSING.
QA Service Level	1 (Verified on 07/31/2023)

Sample Taken Date	08/14/2023	Sample Unique Key	66
Date that the sample was received by the laboratory/organization performing the testing	08/24/2023	Sample type	Verification
A brief description of the sample	PSUE 1/2" RHMA-G 1.0% LSM	The quantity of what the sample constitutes	6 Bags Of Bin agg., 3 Bags Of L.T. Comb. Agg.
From where was the sample collected	Manufacturer	First name of sampler or witnessed by	STUWART
Last name of sampler or witnessed by	Ahumada	Title of sampler
Telephone number of sampler		Laboratory sample identification	0428G-23
Linked DIME Sample ID		The fabricator/manufacturer/facility name	Griffith Edmonston-Lebec
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)	91-15-0068
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 Griffith, Edmonston-LEBEC
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	GRF-20-G3-12RHMA-LSM	Lot number
Sublot number		Aggregate Mix Number

DIME Sample ID: 2023-08-14-66

DIME Test ID: 2023-08-14-66-6

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: 2023-10-18

What test method is performed?: Method A

Input Type: Calculated

Tester's full name: Satish Jain

Date of test: 08/30/2023

Bulk dry specific gravity: 2.736

Average uncompacted voids: 47.1 %

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

Test was verified on 10/18/2023 ✔