DIME - Test Summary

Summary for Test 2016-09-21-16-1

Test performed: CTM 214-August 2010

Project Identifiers	Project ID: 210859 DEA: 010B3104 EFIS: 0112000115
DIST-CO-RTE-PM	01-DN-199-8.7,21.7
Award Date	01/04/2016
Closeout Date	02/16/2017
Work Description	CONSTRUCT BUTTRESSES
Location Description	IN DEL NORTE COUNTY NEAR GASQUET AT1.6 MILES NORTH OF MYRTLE CREEK BRIDGE AND ABOUT 8 MILES NORTH OF GASQUET AT 0.4 MILE SOUTH OF PATRICK CREEK BRIDGE
QA Service Level	1 (Verified on 09/23/2015)

Sample Taken Date	09/21/2016	Sample Unique Key	16
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	10/25/2016
Sample type	Annual Source Testing	A brief description of the sample	1 x 4 PCC Aggregate and Sand
The quantity of what the sample constitutes	3 bags	From where was the sample collected	Source
First name of sampler or witnessed by	Bob	Last name of sampler or witnessed by	Rogers
Title of sampler	Unknown	Telephone number of sampler	Unknown
Laboratory sample identification	16CPCC-0414	Linked DIME Sample ID	Unknown
The fabricator/manufacturer/facility name	Freeman Rock and Sand	Transportation Laboratory (TL) Number	C795675
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)	Freeman Rock and Sand Brookings Oregon
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	1 inch
The concrete mix design number	Unknown	Lot number	Not set
Sublot number	Not set	Aggregate Mix Number	Not set

DIME Sample ID: 2016-09-21-16

DIME Test ID: 2016-09-21-16-1

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: 2016-12-22

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

Input Type: Calculated

Tester's full name: Benjamin Lenz

Date of test: 12/21/2016

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 #4 sieve: no data

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

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: 4.1 %

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

Weighted Average Percent Loss of Fine Aggregate: 1.3 %

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

Test was verified on 12/22/2016 ✔