DIME - Test Summary

Summary for Test 2023-08-08-58-1

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	08/08/2023	Sample Unique Key	58
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	08/28/2023
Sample type	Aggregate Prequalification Program	A brief description of the sample	1x4 concrete aggregates
The quantity of what the sample constitutes	6_5 gallon buckets	From where was the sample collected	Source
First name of sampler or witnessed by	Steven	Last name of sampler or witnessed by	Derpich
Title of sampler	QC Operations Supervisor	Telephone number of sampler	8317502936
Laboratory sample identification	23-APPC-0155	Linked DIME Sample ID	2023-08-08-51
The fabricator/manufacturer/facility name	Granite Handley Ranch 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, name of Pit or Job Site)	91-27-0028
The fabricator's/manufacturer's product name for the sample		The fabricator/manufacturer designation for the sample
The plant number	100333	A detailed description of where the material sample was collected	Stockpile at the Plant
Where the material sample would have been placed if not sampled	Stockpile at the Plant	Primary Aggregate Nominal Size	1 inch
The concrete mix design number		Lot number
Sublot number		Aggregate Mix Number

DIME Sample ID: 2023-08-08-58

DIME Test ID: 2023-08-08-58-1

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: 2023-09-08

What size aggregate is being tested?: 1 in. x No. 4 - Coarse 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: 08/21/2023

	Individual Mass Retained	Cumulative Percent Passing
Total mass of sample prior to washing	11385.5 grams
1 1/2 in. sieve	0 grams	100 %
1 in. sieve	320.4 grams	97 %
3/4 in. sieve	2039.7 grams	79 %
1/2 in. sieve	3556.1 grams	48 %
3/8 in. sieve	2217.6 grams	29 %
#4 sieve	2481.4 grams	7 %
#8 sieve	397.6 grams	3 %
On the pan	373.1 grams

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

Test was verified on 9/8/2023 ✔