DIME - Test Summary

Summary for Test 2022-03-14-28-7

Test performed: AASHTO T335-09r13

Project Identifiers	Project ID: 215148 DEA: 081E8404 EFIS: 0814000113
DIST-CO-RTE-PM	08-RIV,SBD-62-R6.7/9.2,0.0/15.1,29.3/33.6
Award Date	12/11/2020
Closeout Date	03/01/2023
Work Description	REPLACE ROADWAY WITH RHMA-G AND HMA.
Location Description	IN RIVERSIDE AND SAN BERNARDINO COUNTIES IN AND NEAR YUCCA VALLEY AND IN TWENTYNINE PALMS FROM 0.2 MILE NORTH OF INDIAN CANYON DRIVE TO 0.6 MILE WEST OF UTAH TRAIL
QA Service Level	1 (Verified on 03/18/2021)

Sample Taken Date	03/14/2022	Sample Unique Key	28
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	03/18/2022
Sample type	Verification	A brief description of the sample	PSUE 3/4" RHMA-G-SP 0.5% LAS
The quantity of what the sample constitutes	4 Bags Aggregate	From where was the sample collected	Manufacturer
First name of sampler or witnessed by	Matich Corporation	Last name of sampler or witnessed by	QC
Title of sampler		Telephone number of sampler
Laboratory sample identification	0172G-22	Linked DIME Sample ID
The fabricator/manufacturer/facility name	Matich Plant Cabazon	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)	91-33-0008, 91-35-0040
The fabricator's/manufacturer's product name for the sample		The fabricator/manufacturer designation for the sample
The plant number	CHP 68E	A detailed description of where the material sample was collected	Belt Cut at Matich Cabazon
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: 2022-03-14-28

DIME Test ID: 2022-03-14-28-7

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: 2022-04-21

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: 03/27/2022

Percentage of fractured, coarse, 2 faced particles tested: 96 %

Percentage of fractured, coarse, 1 faced particles tested: 98 %

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

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

Test was verified on 4/21/2022 ✔