DIME - Test Summary

Summary for Test 2017-08-22-9-1

Test performed: CTM 214-August 2010

Project Identifiers	Project ID: 211501 DEA: 010B5004 EFIS: 0112000133
DIST-CO-RTE-PM	01-MEN-101-3.8, 5.3
Award Date	10/13/2016
Closeout Date	01/06/2023
Work Description	REPAIR SLIDES.
Location Description	MENDOCINO COUNTY AT 0.7 MILE NORTH OF COMMINSKY STATION ROAD AND AT 0.8 MILE SOUTH OF PIETA CREEK BRIDGE
QA Service Level	1 (Verified on 09/27/2016)

Sample Taken Date	08/22/2017	Sample Unique Key	9
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	09/07/2017
Sample type	Preliminary	A brief description of the sample	1 x 4 PCC Aggregate
The quantity of what the sample constitutes	1 bag	From where was the sample collected	Source
First name of sampler or witnessed by	Gary	Last name of sampler or witnessed by	Lambeth
Title of sampler	Unknown	Telephone number of sampler	Unknown
Laboratory sample identification	17CPCC-0263	Linked DIME Sample ID	Unknown
The fabricator/manufacturer/facility name	Syar Blue Ridge Quarry	Transportation Laboratory (TL) Number	Unknown
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)	91-23-0039::BLUE RIDGE ROCK PRODUCTS
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	Unknown
Where the material sample would have been placed if not sampled	Unknown	Primary Aggregate Nominal Size	1 inch
The concrete mix design number	Unknown	Lot number	Not set
Sublot number	Not set	Aggregate Mix Number	Not set

DIME Sample ID: 2017-08-22-9

DIME Test ID: 2017-08-22-9-1

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: 2017-09-25

What size aggregate is being tested?: Coarse Aggregate

Input Type: Calculated

Tester's full name: Benjamin Lenz

Date of test: 09/25/2017

Percentage Loss of material retained on 2 x 1 ½ in. sieve: no data

Percentage Loss of material retained on 1 ½ x 1 in. sieve: no data

Percentage Loss of material retained on 1 x ¾ in. sieve: no data

Percentage Loss of material retained on ¾ x ½ in. sieve: no data

Percentage Loss of material retained on ½ x ⅜ in. sieve: no data

Percentage Loss of material retained on ⅜ in. x #4 sieve: no data

Percentage Loss of material retained on 2 in. through 1 1/2 in. sieve: no data

Percentage Loss of material retained on 1 in. through 3/4 in. sieve: no data

Percentage Loss of material retained on 3/4 in. through #4 sieve: no data

Weighted Average Percent Loss of Coarse Aggregate: 0.5 %

Batch Soundness Loss of Coarse Aggregate (2 1/2 in maximum): no data

Batch Soundness Loss of Coarse Aggregate (1 1/2 in maximum): no data

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

Test was verified on 9/25/2017 ✔