DIME - Test Summary

Summary for Test 2020-09-30-12-8

Test performed: AASHTO T304-11

Sample Taken Date	09/30/2020	Sample Unique Key	12
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	10/02/2020
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	11 Bags Of Agg., 2 Bags Coldfeed Agg., 1 Bag Rap	From where was the sample collected	Manufacturer
First name of sampler or witnessed by	Blue Diamond Materials Victorville	Last name of sampler or witnessed by	QC
Title of sampler		Telephone number of sampler
Laboratory sample identification	0571A-20	Linked DIME Sample ID
The fabricator/manufacturer/facility name	Blue Diamond Oro Grande, Cemex White Mountain	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)	91-36-0046, 91-36-0106
The fabricator's/manufacturer's product name for the sample	3/4 HMA-A-SP	The fabricator/manufacturer designation for the sample
The plant number	300154 LSM	A detailed description of where the material sample was collected	Belt Cut at Blue Diamond Victorville Plant
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: 2020-09-30-12

DIME Test ID: 2020-09-30-12-8

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: 2020-10-12

What test method is performed?: Method A

Input Type: Calculated

Tester's full name: Satish Jain

Date of test: 10/05/2020

Bulk dry specific gravity: 2.59

Average uncompacted voids: 43.7 %

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

Test was verified on 10/12/2020 ✔