DIME - Test Summary

Summary for Test 2022-01-06-23-4

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	01/06/2022	Sample Unique Key	23
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	01/06/2022
Sample type	Aggregate Prequalification Program	A brief description of the sample	3/8" Pea Gravel
The quantity of what the sample constitutes	Yes	From where was the sample collected	Supplier
First name of sampler or witnessed by	Frank	Last name of sampler or witnessed by	Knight
Title of sampler	QC Operations Supervisor	Telephone number of sampler	19162154560
Laboratory sample identification	1159075958	Linked DIME Sample ID
The fabricator/manufacturer/facility name	Granite Bradshaw	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)	91-34-0060::VINEYARD SOUTH
The fabricator's/manufacturer's product name for the sample		The fabricator/manufacturer designation for the sample
The plant number	2297	A detailed description of where the material sample was collected	Stockpile @ Plant
Where the material sample would have been placed if not sampled		Primary Aggregate Nominal Size	3/8 inch
The concrete mix design number		Lot number
Sublot number		Aggregate Mix Number	Not set

DIME Sample ID: 2022-01-06-23

DIME Test ID: 2022-01-06-23-4

Testing Lab: Garco Testing Laboratories

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

Test Release Date: 2022-01-11

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

Input Type: Calculated

Tester's full name: Ernesto Marroquin

Date of test: 01/06/2022

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: 0.0 %

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

Percentage Loss of material retained on #4 sieve: 1.0 %

Percentage Loss of material retained on #8 sieve: 2.0 %

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: 1.0 %

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: 2.0 %

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

Test was verified on 1/11/2022 ✔