DIME - Test Summary

Summary for Test 2020-06-09-32-1

Test performed: AASHTO T335-09r13

Project Identifiers	Project ID: 213469 DEA: 024C40V4 EFIS: 0218000125
DIST-CO-RTE-PM	02-SHA-5-R3.8/R11.7
Award Date	11/06/2018
Closeout Date	08/16/2023
Work Description	WIDEN TO 6 LANES, BRIDGE REPLACEMENT AND WIDENING AND ROADWAY REHAB
Location Description	SHASTA COUNTY IN AND NEAR ANDERSON FROM ROUTE 5/273 SEPARATION TO 0.4 MILE SOUTH OF CHURN CREEK ROAD OVERCROSSING
QA Service Level	1 (Verified on 12/31/2018)

Sample Taken Date	06/09/2020	Sample Unique Key	32
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	06/10/2020
Sample type	Acceptance	A brief description of the sample	Untreated Virgin Aggregate
The quantity of what the sample constitutes	not provided	From where was the sample collected	Manufacturer
First name of sampler or witnessed by	JD	Last name of sampler or witnessed by	Atkinson
Title of sampler		Telephone number of sampler
Laboratory sample identification	D78463	Linked DIME Sample ID
The fabricator/manufacturer/facility name	JF Shea Fawndale	Transportation Laboratory (TL) Number	036446
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
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	Stockpile @ Plant
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: 2020-06-09-32

DIME Test ID: 2020-06-09-32-1

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: 2020-09-24

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: Arthur Mills

Date of test: 06/10/2020

Mass of fractured, coarse, 2 faced particles tested: 778.9 g

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

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

Mass of fractured, coarse, 1 faced particles tested: 778.9 g

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

Mass of unfractured, coarse, 1 faced particles tested: 0 g

Mass of fractured, fine, 1 faced particles tested: 112.4 g

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

Mass of unfractured, fine, 1 faced particles tested: 0 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: 100 %

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 9/24/2020 ✔