DIME - Test Summary

Summary for Test 2019-03-04-9-4

Test performed: CTM 214-August 2010

Project Identifiers	Project ID: 66666 DEA: APP EFIS: 0019000052
DIST-CO-RTE-PM	59---
Award Date	Not set
Closeout Date	Not set
Work Description	Special project for submitting Sample information for Aggregate Pre-approval Program (APP). Object Code: 1025. J2 DEA: 912680.
Location Description	Not set
QA Service Level	NOT VERIFIED

Sample Taken Date	03/04/2019	Sample Unique Key	9
Date that the sample was received by the laboratory/organization performing the testing	03/04/2019	Sample type	Aggregate Prequalification Program
A brief description of the sample	3/8" x No.8 Crushed Granite	The quantity of what the sample constitutes	Annual
From where was the sample collected	Source	First name of sampler or witnessed by	Greg
Last name of sampler or witnessed by	Greg Wilkinson	Title of sampler	Lab Manager
Telephone number of sampler	(831) 359-4935	Laboratory sample identification	217824443
Linked DIME Sample ID		The fabricator/manufacturer/facility name	AR Wilson Quarry
Transportation Laboratory (TL) Number		Inspector Lot Number from the Transportation Laboratory (TL) Form
Structure unique identifier	Not set	Structure name	Not set
Bid Item	Not set

Material Type	Aggregate	Source Identification (SMARA, name of Pit or Job Site)	91-35-0012::A.R. WILSON QUARRY
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	Production conveyor belt after wash
Where the material sample would have been placed if not sampled	Unknown	Primary Aggregate Nominal Size	3/8 inch
The concrete mix design number	Unknown	Lot number	Unknown
Sublot number	Unknown	Aggregate Mix Number	Not set

DIME Sample ID: 2019-03-04-9

DIME Test ID: 2019-03-04-9-4

Testing Lab: Graniterock

Test Method: CTM 214-August 2010: Method of Test for Soundness of Aggregates by Use of Sodium Sulfate

Test Release Date: 2019-03-25

What size aggregate is being tested?: Fine and Coarse Aggregate

Input Type: Calculated

Tester's full name: Greg Wilkinson

Date of test: 03/25/2019

Percentage Loss of material retained on 2 x 1 ½ in. sieve: 0.0 %

Percentage Loss of material retained on 1 ½ x 1 in. sieve: 0.0 %

Percentage Loss of material retained on 1 x ¾ in. sieve: 0.0 %

Percentage Loss of material retained on ¾ x ½ in. sieve: 0.0 %

Percentage Loss of material retained on ½ x ⅜ in. sieve: 0.0 %

Percentage Loss of material retained on ⅜ in. x #4 sieve: 5.6 %

Percentage Loss of material retained on #4 sieve: 5.6 %

Percentage Loss of material retained on #8 sieve: 1.7 %

Percentage Loss of material retained on #16 sieve: 1.4 %

Percentage Loss of material retained on #30 sieve: 1.8 %

Percentage Loss of material retained on #50 sieve: 1.5 %

Percentage Loss of material retained on #100 sieve: 1.1 %

Percentage Loss of material retained on 2 in. through 1 1/2 in. sieve: 0.0 %

Percentage Loss of material retained on 1 in. through 3/4 in. sieve: 0.0 %

Percentage Loss of material retained on 3/4 in. through #4 sieve: 5.6 %

Weighted Average Percent Loss of Coarse Aggregate: 6.0 %

Batch Soundness Loss of Coarse Aggregate (2 1/2 in maximum): 6.0 %

Batch Soundness Loss of Coarse Aggregate (1 1/2 in maximum): 6.0 %

Weighted Average Percent Loss of Fine Aggregate: 8.0 %

General comments (publicly viewable) (Max 1000 characters): Weighted average loss for entire sample recorded as 8

Test was verified on 3/25/2019 ✔