DIME - Test Summary

Summary for Test 2022-08-03-43-6

Test performed: AASHTO T304-11

Project Identifiers	Project ID: 993722 DEA: 09388704 EFIS: 0921000037
DIST-CO-RTE-PM	09-KER-14,58-Var
Award Date	06/15/2022
Closeout Date	10/13/2022
Work Description	COLD PLANE ASPHALT CONCRETE PAVEMENT AND PLACE HMA (TYPE A).
Location Description	KERN COUNTY AT VARIOUS LOCATIONS
QA Service Level	1 (Verified on 12/20/2023)

Sample Taken Date	08/03/2022	Sample Unique Key	43
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	09/02/2022
Sample type	Verification	A brief description of the sample	PSUE 3/4" HMA-A-SP R15 1.0% LSM
The quantity of what the sample constitutes	16 Bags of agg., 4 Bags Coldfeed Agg., 2 Bags Rap	From where was the sample collected	Manufacturer
First name of sampler or witnessed by	S	Last name of sampler or witnessed by	Ahumada
Title of sampler		Telephone number of sampler
Laboratory sample identification	0610A-22	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	GRF 22 G3 1	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	3/4 inch
The concrete mix design number		Lot number
Sublot number		Aggregate Mix Number	Not set

DIME Sample ID: 2022-08-03-43

DIME Test ID: 2022-08-03-43-6

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: 2022-10-25

What test method is performed?: Method A

Input Type: Calculated

Tester's full name: Satish Jain

Date of test: 09/08/2022

Bulk dry specific gravity: 2.695

Average uncompacted voids: 47.1 %

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

Test was verified on 10/25/2022 ✔