DIME - Test Summary

Summary for Test 2022-08-30-83-1

Test performed: CTM 202-November 2011

Sample Taken Date	08/30/2022	Sample Unique Key	83
Date that the sample was received by the laboratory/organization performing the testing	08/31/2022	Sample type	Department Acceptance
A brief description of the sample	2 bags of 3/4-inch Maximum Class 2 Aggregate Base	The quantity of what the sample constitutes	500 – 2000 cy
From where was the sample collected	Job Site	First name of sampler or witnessed by	Trina
Last name of sampler or witnessed by	Wiliams	Title of sampler	ARE
Telephone number of sampler		Laboratory sample identification	D79148
Linked DIME Sample ID		The fabricator/manufacturer/facility name	Custom Crushing
Transportation Laboratory (TL) Number	891186	Inspector Lot Number from the Transportation Laboratory (TL) Form
Structure unique identifier		Structure name
Bid Item	Not set

Material Type	Aggregate	Source Identification (SMARA, name of Pit or Job Site)	Custom Crushing
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	Windrow, after blade passed
Where the material sample would have been placed if not sampled		Primary Aggregate Nominal Size	3/4 inch
The concrete mix design number		Lot number
Sublot number		Aggregate Mix Number	Not set

DIME Sample ID: 2022-08-30-83

DIME Test ID: 2022-08-30-83-1

Testing Lab: CT D02 - Redding Northern Regional Laboratory

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

Test Release Date: 2022-09-22

What size aggregate is being tested?: Combined Gradation

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: Khue Yang and Arthur Mills

Date of test: 09/12/2022

Sieve Size	Individual Mass Retained	Cumulative Percent Passing
Total mass of sample prior to washing	grams
3 in. sieve	0.0 grams	100 %
2 1/2 in. sieve	0.0 grams	100 %
2 in. sieve	0.0 grams	100 %
1 1/2 in. sieve	0.0 grams	100 %
1 in. sieve	0.0 grams	100 %
3/4 in. sieve	440.0 grams	98 %
1/2 in. sieve	3352.0 grams	79.9 %
3/8 in. sieve	2030.0 grams	69 %
#4 sieve	3441.0 grams	51 %
#8 sieve	120.2 grams	38 %
#16 sieve	75.4 grams	30 %
#30 sieve	56.7 grams	24 %
#50 sieve	52.5 grams	18 %
#100 sieve	48.0 grams	13 %
#200 sieve	33.5 grams	9.6 %
Individual mass retained on the pan	89.3 grams

General comments (publicly viewable) (Max 1000 characters): Fine on the № 200 sieve.

Test was verified on 9/22/2022 ✔