DIME - Test Summary

Summary for Test 2020-04-20-29-3

Test performed: AASHTO T335-09r13

Project Identifiers	Project ID: 214589 DEA: 020J1604
DIST-CO-RTE-PM	02-PLU-284-0.0/8.3
Award Date	02/11/2020
Closeout Date	10/06/2020
Work Description	PLACE HMA (TYPE A), PRECOATED AGGREGATE (SEAL COAT), HMA (LEVELING).
Location Description	PLUMAS COUNTY NEAR CHILCOOT FROM ROUTE 70 TO 1 MILE NORTH OF LITTLE LAST CHANCE CREEK BRIDGE NUMBER 09-0072
QA Service Level	1 (Verified on 01/22/2020)

Sample Taken Date	04/20/2020	Sample Unique Key	29
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	04/21/2020
Sample type	Verification	A brief description of the sample	Combined 1/2-inch Type A Untreated Virgin Aggregate
The quantity of what the sample constitutes	JMF Verification	From where was the sample collected	Source
First name of sampler or witnessed by	Jimmy	Last name of sampler or witnessed by	Montana
Title of sampler		Telephone number of sampler
Laboratory sample identification	D78406F	Linked DIME Sample ID
The fabricator/manufacturer/facility name	Ward Lake Pit	Transportation Laboratory (TL) Number	733181
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)	91-18-0008
The fabricator's/manufacturer's product name for the sample	Unknown	The fabricator/manufacturer designation for the sample	Unknown
The plant number	Unknown	A detailed description of where the material sample was collected	Lab-Batched from Sized Untreated Aggregate Stockpiles
Where the material sample would have been placed if not sampled	Unknown	Primary Aggregate Nominal Size	1/2 inch
The concrete mix design number	JMF 20-04-S1	Lot number	Unknown
Sublot number	Unknown	Aggregate Mix Number	Not set

DIME Sample ID: 2020-04-20-29

DIME Test ID: 2020-04-20-29-3

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: 2020-06-18

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: 06/15/2020

Mass of fractured, coarse, 2 faced particles tested: 724 g

Mass of questionable, coarse, 2 faced particles tested: 20 g

Mass of unfractured, coarse, 2 faced particles tested: 25.8 g

Mass of fractured, coarse, 1 faced particles tested: 730 g

Mass of questionable, coarse, 1 faced particles tested: 20 g

Mass of unfractured, coarse, 1 faced particles tested: 25.8 g

Mass of fractured, fine, 1 faced particles tested: 28.2 g

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

Mass of unfractured, fine, 1 faced particles tested: 0.2 g

Percentage of questionable, coarse, 2 faced particles tested: 3 %

Percentage of questionable, coarse, 1 faced particles tested: 3 %

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

Percentage of fractured, coarse, 2 faced particles tested: 95 %

Percentage of fractured, coarse, 1 faced particles tested: 95 %

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

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

Test was verified on 6/18/2020 ✔