DIME - Test Summary

Summary for Test 2019-03-05-16-1

Test performed: CTM 202-November 2011

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	03/05/2019	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	04/05/2019
Sample type	Aggregate Prequalification Program	A brief description of the sample	Granite Concrete Sand
The quantity of what the sample constitutes	Annual production	From where was the sample collected	Source
First name of sampler or witnessed by	Greg	Last name of sampler or witnessed by	Greg Wilkinson
Title of sampler	Lab Manager	Telephone number of sampler	(831) 359-4935
Laboratory sample identification	19-APPF-0088	Linked DIME Sample ID	2019-03-05-11
The fabricator/manufacturer/facility name	AR Wilson Quarry	Transportation Laboratory (TL) Number
Inspector Lot Number from the Transportation Laboratory (TL) Form		Structure unique identifier
Structure name

Material Type	Aggregate	Source Identification (SMARA or name of Pit)	91-35-0012::A.R. WILSON QUARRY
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	Production stockpile
Where the material sample would have been placed if not sampled	Unknown	Primary Aggregate Nominal Size	fine
The concrete mix design number	Unknown	Lot number	Unknown
Sublot number	Unknown	Aggregate Mix Number	Not set

DIME Sample ID: 2019-03-05-16

DIME Test ID: 2019-03-05-16-1

Testing Lab: CT HQ - Sacramento Aggregate Testing Laboratory

Test Method: CTM 202-November 2011: Method of Test for Sieve Analysis of Fine and Coarse Aggregates

Test Release Date: 2019-05-22

What size aggregate is being tested?: Fine Aggregate

Individual or cumulative mass retained on each sieve?: Individual Mass Retained

For Combined Gradation only, has the fine aggregate sample been reduced?: No

For Combined Gradation only, use #40 Sieve?: No

Input Type: Measured

Tester's full name: Bang Nguyen

Date of test: 05/09/2019

Total mass of material in the sample: 518 grams

Individual mass retained on the 3/8 in. sieve: 0 grams

Individual mass retained on the #4 sieve: 0 grams

Individual mass retained on the #8 sieve: 82 grams

Individual mass retained on the #16 sieve: 149.3 grams

Individual mass retained on the #30 sieve: 118.2 grams

Individual mass retained on the #50 sieve: 95.8 grams

Individual mass retained on the #100 sieve: 52.3 grams

Individual mass retained on the #200 sieve: 13.2 grams

Individual mass retained on the pan: 6.8 grams

Cumulative percent passing the 3/8 in. sieve: 100 %

Cumulative percent passing the #4 sieve: 100 %

Cumulative percent passing the #8 sieve: 84 %

Cumulative percent passing the #16 sieve: 55 %

Cumulative percent passing the #30 sieve: 32 %

Cumulative percent passing the #50 sieve: 14 %

Cumulative percent passing the #100 sieve: 4 %

Cumulative percent passing the #200 sieve: 1 %

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

Test was verified on 5/22/2019 ✔