DIME - Test Summary

Summary for Test 2023-05-15-53-3

Test performed: AASHTO T335-09r13

Sample Taken Date	05/15/2023	Sample Unique Key	53
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	05/15/2023
Sample type	Production Start-Up	A brief description of the sample	Laboratory-Combined Untreated Virgin Aggregate for use in 3/4-inch Type A HMA
The quantity of what the sample constitutes	Production Start-Up Evaluation	From where was the sample collected	Manufacturer
First name of sampler or witnessed by	Joe	Last name of sampler or witnessed by	Delgado
Title of sampler	Consultant	Telephone number of sampler
Laboratory sample identification	D79229F	Linked DIME Sample ID	2023-05-15-50, 2023-05-15-51, 2023-05-15-52
The fabricator/manufacturer/facility name	JF Shea Construction - Fawndale Rock and Asphalt - Redding, CA	Transportation Laboratory (TL) Number	815608
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)	91-45-0017::Fawndale Rock Quarry - Redding, CA
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	Combined in the Laboratory from Stockpile samples
Where the material sample would have been placed if not sampled		Primary Aggregate Nominal Size	3/4 inch
The concrete mix design number		Lot number
Sublot number		Aggregate Mix Number

DIME Sample ID: 2023-05-15-53

DIME Test ID: 2023-05-15-53-3

Testing Lab: CT D02 - Redding Northern Regional Laboratory

Test Method: AASHTO T335-09r13: Standard Method of Test for Determining the Percentage of Fracture in Coarse Aggregate (Percent of Crushed Particles)

Test Release Date: 2023-06-02

Method: 2 - Individual Fracture Determination

Aggregate Size and Fracture Type: Coarse 1 and 2 Faced and Fine 1 Faced

Input Type: Calculated

Tester's full name: Dennis Hickey and Josh Murphy

Date of test: 05/25/2023

Weighted average percentage of fractured, coarse, 2 faced particles: 100 %

Weighted average percentage of fractured, coarse, 1 faced particles: 100 %

Percentage of fractured, fine, 1 faced particles tested: 100 %

General comments (publicly viewable) (Max 1000 characters): Pc2=100.%, Pc1=100.%, Pf1=100.%

Test was verified on 6/2/2023 ✔