DIME - Test Summary

Summary for Test 2023-07-09-1-1

Test performed: CTM 202-November 2011

Sample Taken Date	07/09/2023	Sample Unique Key	1
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	07/10/2023
Sample type	Department Acceptance	A brief description of the sample	Shoulder Backing
The quantity of what the sample constitutes	not provided	From where was the sample collected	Job Site
First name of sampler or witnessed by	Andy Grewal	Last name of sampler or witnessed by	Grewal
Title of sampler	Inspector	Telephone number of sampler
Laboratory sample identification		Linked DIME Sample ID
The fabricator/manufacturer/facility name	Griffith construction	Transportation Laboratory (TL) Number
Inspector Lot Number from the Transportation Laboratory (TL) Form		Structure unique identifier
Structure name

Material Type	Soil	The fabricator's/manufacturer's product name for the sample
The fabricator/manufacturer designation for the sample		A detailed description of where the material sample was collected	Job Site Windrow
Where the material sample would have been placed if not sampled

DIME Sample ID: 2023-07-09-1

DIME Test ID: 2023-07-09-1-1

Testing Lab: CT D06 - Bakersfield Field Laboratory

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

Test Release Date: 2023-07-13

What size aggregate is being tested?: Combined Gradation

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

For Combined Gradation only, has the fine aggregate sample been reduced?: Yes

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

Input Type: Measured

Tester's full name: Neale Brown

Date of test: 07/10/2023

	Cumulative Mass Retained	Cumulative Percent Passing
Total mass of sample prior to washing	7855 grams
3 in. sieve	0 grams	100 %
2 1/2 in. sieve	0 grams	100 %
2 in. sieve	0 grams	100 %
1 1/2 in. sieve	0 grams	100 %
1 in. sieve	0 grams	100 %
3/4 in. sieve	170.5 grams	98 %
1/2 in. sieve	1375 grams	82 %
3/8 in. sieve	2469 grams	69 %
#4 sieve	3957 grams	50 %
Fine Sample Mass (reduced)	503.5 grams
#8 sieve	84 grams	42 %
#16 sieve	166 grams	34 %
#30 sieve	247 grams	25 %
#50 sieve	320 grams	18 %
#100 sieve	374 grams	13 %
#200. sieve	408 grams	9 %

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

File Name	Extension	File Size	Date Uploaded	Test ID	Actions
06-1E8404_37000_230709	pdf	28.85 KB	07/13/2023	2023-07-09-1-1	Info

Test was verified on 7/13/2023 ✔