DIME - Test Summary

Summary for Test 2019-12-01-24-3

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	12/01/2019	Sample Unique Key	24
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	04/06/2020
Sample type	Aggregate Prequalification Program	A brief description of the sample	Concrete
The quantity of what the sample constitutes	2 buckets	From where was the sample collected	Source
First name of sampler or witnessed by	Jordan	Last name of sampler or witnessed by	Baker
Title of sampler		Telephone number of sampler
Laboratory sample identification	20-APPC-0042	Linked DIME Sample ID	2019-12-01-1
The fabricator/manufacturer/facility name	Deer Creek Rock and Aspahlt	Transportation Laboratory (TL) Number
Inspector Lot Number from the Transportation Laboratory (TL) Form		Structure unique identifier
Structure name

Material Type	Aggregate	Source Identification (SMARA, name of Pit or Job Site)	91-54-0021::DEER CREEK ASPHALT
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 sample by loader bucket
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	Unknown
Sublot number	Unknown	Aggregate Mix Number	Not set

DIME Sample ID: 2019-12-01-24

DIME Test ID: 2019-12-01-24-3

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: 2020-05-01

What size aggregate is being tested?: Coarse Aggregate

Input Type: Calculated

Tester's full name: Ryan Kester

Date of test: 04/30/2020

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: 2.4 %

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 5/1/2020 ✔