DIME - Test Summary

Summary for Test 2020-03-20-18-2

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	03/20/2020	Sample Unique Key	18
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	03/23/2020
Sample type	Department Acceptance	A brief description of the sample	3/4-inch Type A Aggregate (Untreated, Virgin)
The quantity of what the sample constitutes	50000 ton	From where was the sample collected	Source
First name of sampler or witnessed by	Karen	Last name of sampler or witnessed by	Spliethof
Title of sampler	TET	Telephone number of sampler
Laboratory sample identification	D78364F	Linked DIME Sample ID
The fabricator/manufacturer/facility name	Fawndale Rock Quarry	Transportation Laboratory (TL) Number	897552
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::FAWNDALE ROCK QUARRY
The fabricator's/manufacturer's product name for the sample	19-1001.314	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	3/4 inch
The concrete mix design number	JMF 19-01-XXX1	Lot number	Unknown
Sublot number	Unknown	Aggregate Mix Number	Not set

DIME Sample ID: 2020-03-20-18

DIME Test ID: 2020-03-20-18-2

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: 2020-04-21

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: Colt Sweeny

Date of test: 04/15/2020

Mass of fractured, coarse, 2 faced particles tested: 1103.3 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: 1103.3 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: 107.8 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 4/21/2020 ✔