DIME - Test Summary

Summary for Test 2023-08-14-66-7

Test performed: AASHTO T335-09r13

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
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	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

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: 2023-08-14-66-7

Testing Lab: CT D08 - Fontana Southern 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: 2023-10-18

Method: 1 - Combined Fracture Determination

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

Input Type: Calculated

Tester's full name: Satish Jain

Date of test: 08/30/2023

Percentage of fractured, coarse, 2 faced particles tested: 99 %

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

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

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

Test was verified on 10/18/2023 ✔