DIME - Test Summary

Summary for Test 2022-07-11-81-2

Test performed: AASHTO T335-09r13

Project Identifiers	Project ID: 993345 DEA: 022J4004 EFIS: 0221000074
DIST-CO-RTE-PM	02-LAS-395-56.5/R61.1
Award Date	02/02/2022
Closeout Date	11/23/2022
Work Description	COLD PLANE ASPHALT CONCRETE PAVEMENT AND PLACE HMA.
Location Description	LASSEN COUNTY NEAR JANESVILLE FROM 0.1 MILE NORTH OF SUNNYSIDE ROAD TO 0.1 MILE NORTH OF ROUTE 36
QA Service Level	1 (Verified on 11/01/2021)

Sample Taken Date	07/11/2022	Sample Unique Key	81
Date that the sample was received by the laboratory/organization performing the testing	07/14/2022	Sample type	Department Acceptance
A brief description of the sample	Combined Untreated 1/2-inch Virgin Aggregate	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	CGI
Last name of sampler or witnessed by	.	Title of sampler	Consultant
Telephone number of sampler		Laboratory sample identification	D79090F
Linked DIME Sample ID		The fabricator/manufacturer/facility name	Hat Creek Construction and Materials – Ward Lake Plant (Litchfield, CA)
Transportation Laboratory (TL) Number	894728	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)	91-18-0008::Ward Lake Pit
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	Laboratory Batched from Untreated Sized Virgin Aggregate Stockpile Samples
Where the material sample would have been placed if not sampled		Primary Aggregate Nominal Size	1/2 inch
The concrete mix design number		Lot number
Sublot number		Aggregate Mix Number	Not set

DIME Sample ID: 2022-07-11-81

DIME Test ID: 2022-07-11-81-2

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: 2022-08-15

Method: 1 - Combined Fracture Determination

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

Input Type: Measured

Tester's full name: Khue Yang

Date of test: 08/08/2022

Mass of fractured, coarse, 2 faced particles tested: 700.7 g

Mass of questionable, coarse, 2 faced particles tested: 0 g

Mass of unfractured, coarse, 2 faced particles tested: 5 g

Mass of fractured, coarse, 1 faced particles tested: 704.2 g

Mass of questionable, coarse, 1 faced particles tested: 0.4 g

Mass of unfractured, coarse, 1 faced particles tested: 1.1 g

Mass of fractured, fine, 1 faced particles tested: 25 g

Mass of questionable, fine, 1 faced particles tested: 0 g

Mass of unfractured, fine, 1 faced particles tested: 0.4 g

Percentage of questionable, coarse, 2 faced particles tested: 0 %

Percentage of questionable, coarse, 1 faced particles tested: 0 %

Percentage of questionable, fine, 1 faced particles tested: 0 %

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: 98 %

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

Test was verified on 8/15/2022 ✔