DIME - Test Summary

Summary for Test 2020-10-29-29-3

Test performed: AASHTO T335-09r13

Project Identifiers	Project ID: 214515 DEA: 024F6004 EFIS: 0213000012
DIST-CO-RTE-PM	02-SIS,TRI-36,96,299-VAR
Award Date	01/14/2020
Closeout Date	08/24/2022
Work Description	BRIDGE DECK REPAIR, POLYESTER OVERLAY AND RAIL REPLACEMENT.
Location Description	SISKIYOU AND TRINITY COUNTIES AT VARIOUS LOCATIONS
QA Service Level	1 (Verified on 01/22/2020)

Sample Taken Date	10/29/2020	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	10/29/2020
Sample type	Verification	A brief description of the sample	1/2-inch Type A Untreated Virgin Aggreagte
The quantity of what the sample constitutes	JMF Verification	From where was the sample collected	Source
First name of sampler or witnessed by	NRML	Last name of sampler or witnessed by	Redding
Title of sampler		Telephone number of sampler
Laboratory sample identification	D78689F	Linked DIME Sample ID
The fabricator/manufacturer/facility name	Mercer-Fraser Company, Willow Creek Plant	Transportation Laboratory (TL) Number	853340
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)	91-12-0007
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	Lab-Batched from Sized Untreated Aggregate Stockpiles
Where the material sample would have been placed if not sampled		Primary Aggregate Nominal Size	1/2 inch
The concrete mix design number	JMF 20-11-S3	Lot number
Sublot number		Aggregate Mix Number	Not set

DIME Sample ID: 2020-10-29-29

DIME Test ID: 2020-10-29-29-3

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: 2021-04-02

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: Ward Jenkins

Date of test: 12/15/2020

Mass of fractured, coarse, 2 faced particles tested: 786.5 g

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

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

Mass of fractured, coarse, 1 faced particles tested: 788.5 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: 34.8 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 4/2/2021 ✔