DIME - Test Summary

Summary for Test 2015-08-07-10-1

Test performed: CTM 214-August 2010

Project Identifiers	Project ID: 210208 DEA: 023E7304 EFIS: 0200020157
DIST-CO-RTE-PM	02-SIS-5-68.3
Award Date	05/15/2015
Closeout Date	03/22/2017
Work Description	REPLACE BRIDGE
Location Description	SISKIYOU COUNTY ABOUT 19 MILES NORTH OF YREKA AT HILT ROAD OVERCROSSING
QA Service Level	1 (Verified on 06/17/2015)

Sample Taken Date	08/07/2015	Sample Unique Key	10
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	08/17/2015
Sample type	Acceptance	A brief description of the sample	Sand
The quantity of what the sample constitutes	1 bag	From where was the sample collected	Source
First name of sampler or witnessed by	Bob	Last name of sampler or witnessed by	Thompson
Title of sampler	Unknown	Telephone number of sampler	Unknown
Laboratory sample identification	15FPCC-0347	Linked DIME Sample ID	Unknown
The fabricator/manufacturer/facility name	Moore Sand and Gravel	Transportation Laboratory (TL) Number	C847801B
Inspector Lot Number from the Transportation Laboratory (TL) Form	Unknown	Structure unique identifier	Not set
Structure name	Not set

Material Type	Aggregate	Source Identification (SMARA, name of Pit or Job Site)	NA
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	Stockpile
Where the material sample would have been placed if not sampled	Unknown	Primary Aggregate Nominal Size
The concrete mix design number		Lot number	Not set
Sublot number	Not set	Aggregate Mix Number	Not set

DIME Sample ID: 2015-08-07-10

DIME Test ID: 2015-08-07-10-1

Testing Lab: CT HQ - Sacramento Aggregate Testing Laboratory

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

Test Release Date: 2015-09-10

What size aggregate is being tested?: Fine Aggregate

Input Type: Calculated

Tester's full name: Thomas Stinnett

Date of test: 09/10/2015

Percentage Loss of material retained on #8 sieve: no data

Percentage Loss of material retained on #16 sieve: no data

Percentage Loss of material retained on #30 sieve: no data

Percentage Loss of material retained on #50 sieve: no data

Percentage Loss of material retained on #100 sieve: no data

Weighted Average Percent Loss of Fine Aggregate: 1.8 %

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

Test was verified on 9/10/2015 ✔