DIME - Test Summary

Summary for Test 2016-06-03-21-1

Test performed: CTM 214-August 2010

Project Identifiers	Project ID: 209616 DEA: 024E4404 EFIS: 0200020285
DIST-CO-RTE-PM	02-MOD-139-R10.7/28.0
Award Date	11/24/2015
Closeout Date	03/22/2017
Work Description	FULL DEPTH PAVEMENT RECLAMATION, HMA AND RUBBERIZED HMA.
Location Description	IN MODOC COUNTY ABOUT 17 MILES SOUTH OF NEWELL FROM 0.1 MILE NORTHOF BOLES ROAD TO 0.1 MILE SOUTH OF PEREZ ROAD.
QA Service Level	1 (Verified on 06/20/2014)

Sample Taken Date	06/03/2016	Sample Unique Key	21
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	Not set
Sample type	Quality Control	A brief description of the sample	three quarter inch HMA Type A
The quantity of what the sample constitutes	4bags	From where was the sample collected	Source
First name of sampler or witnessed by	Edward	Last name of sampler or witnessed by	Cortez
Title of sampler	Unknown	Telephone number of sampler	Unknown
Laboratory sample identification	16CPCC-0274	Linked DIME Sample ID	Unknown
The fabricator/manufacturer/facility name	Shaw pit	Transportation Laboratory (TL) Number	C847794
Inspector Lot Number from the Transportation Laboratory (TL) Form	16-08-s1	Structure unique identifier	Not set
Structure name	Not set

Material Type	Aggregate	Source Identification (SMARA, name of Pit or Job Site)	91-25-0008::SHAW PIT
The fabricator's/manufacturer's product name for the sample		The fabricator/manufacturer designation for the sample
The plant number		A detailed description of where the material sample was collected	Stockpile
Where the material sample would have been placed if not sampled		Primary Aggregate Nominal Size	1 inch
The concrete mix design number		Lot number	Not set
Sublot number	Not set	Aggregate Mix Number	Not set

DIME Sample ID: 2016-06-03-21

DIME Test ID: 2016-06-03-21-1

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: 2016-07-18

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

Input Type: Calculated

Tester's full name: Benjamin Lenz

Date of test: 07/13/2016

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: 3.3 %

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: 4.1 %

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

Test was verified on 7/18/2016 ✔