DIME - Test Summary

Summary for Test 2021-03-12-12-1

Test performed: AASHTO T335-09r13

Project Identifiers	Project ID: 214900 DEA: 034F8104 EFIS: 0314000291
DIST-CO-RTE-PM	03-GLE-32-L0.0/R0.3,0.1/0.9
Award Date	06/15/2020
Closeout Date	06/29/2021
Work Description	CONSTRUCT SIDEWALKS, CURB RAMPS, & DRIVEWAYS.
Location Description	GLENN COUNTY IN ORLAND AT VARIOUS LOCATIONS FROM ROUTE 5 SOUTHBOUND OFF RAMP TO ROUTE 32 TO NINTH STREET/TEHAMA STREET AND FROM FOURTH STREET TO WOODWARD AVENUE
QA Service Level	1 (Verified on 04/15/2020)

Sample Taken Date	03/12/2021	Sample Unique Key	12
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	03/12/2021
Sample type	Verification	A brief description of the sample	3/4" sized untreated virgin aggregates
The quantity of what the sample constitutes	JMF Verification	From where was the sample collected	Manufacturer
First name of sampler or witnessed by	Brad McKeehan (WITNESS)	Last name of sampler or witnessed by	KRC Personnel (SAMPLER)
Title of sampler		Telephone number of sampler
Laboratory sample identification	JMF21-003	Linked DIME Sample ID
The fabricator/manufacturer/facility name	Knife River Construction - Orland Drum Plant	Transportation Laboratory (TL) Number	C778174
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)	91-11-0007
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: 2021-03-12-12

DIME Test ID: 2021-03-12-12-1

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: 2021-04-01

Method: 2 - Individual 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: 02/09/2021

Weighted average percentage of fractured, coarse, 2 faced particles: 94 %

Weighted average percentage of fractured, coarse, 1 faced particles: 98 %

Percentage of fractured, fine, 1 faced particles tested: 94 %

General comments (publicly viewable) (Max 1000 characters): JMF21-003.

Test was verified on 4/1/2021 ✔