DIME - Test Summary

Summary for Test 2020-03-12-36-1

Test performed: AASHTO T335-09r13

Project Identifiers	Project ID: 213411 DEA: 030H10U4 EFIS: 0317000246
DIST-CO-RTE-PM	03-SAC-5-9.7/24.9
Award Date	05/01/2019
Closeout Date	02/22/2024
Work Description	Not set
Location Description	Construction on state highway in Sacramento County in and near Sacramento from 1.1 miles south of Elk Grove Boulevard to American River Viaduct
QA Service Level	1 (Verified on 07/19/2019)

Sample Taken Date	03/12/2020	Sample Unique Key	36
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	03/16/2020
Sample type	Verification	A brief description of the sample	3/4" HMA - A, w/RAP (LL, Surface)
The quantity of what the sample constitutes	JMF Verification	From where was the sample collected	Manufacturer
First name of sampler or witnessed by	Walt	Last name of sampler or witnessed by	Wylie (Witness)
Title of sampler	Granite Personnel	Telephone number of sampler
Laboratory sample identification	JMF20-008	Linked DIME Sample ID
The fabricator/manufacturer/facility name	Granite -- Bradshaw Plant	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)	91-34-0060::VINEYARD SOUTH
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	Cold Feed
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	Not set

DIME Sample ID: 2020-03-12-36

DIME Test ID: 2020-03-12-36-1

Testing Lab: CT D03 - Olivehurst 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: 2021-01-13

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: Thomas Stinnett

Date of test: 03/24/2020

Percentage of fractured, coarse, 2 faced particles tested: 98 %

Percentage of fractured, coarse, 1 faced particles tested: 99 %

Percentage of fractured, fine, 1 faced particles tested: 99 %

General comments (publicly viewable) (Max 1000 characters): JMF20-008. Test date estimated.

Test was verified on 1/13/2021 ✔