DIME - Test Summary

Summary for Test 2022-05-17-43-1

Test performed: CTM 202-November 2011

Project Identifiers	Project ID: 993864 DEA: 023J2104 EFIS: 0222000019
DIST-CO-RTE-PM	02-SIS-96-41.1/41.8
Award Date	Not set
Closeout Date	Not set
Work Description	Happy Camp Drainage & Pavement
Location Description	In Siskiyou County at and near Happy Camp from 1st Avenue to 0.1 mile East of Mill Road.
QA Service Level	1 (Verified on 05/27/2022)

Sample Taken Date	05/17/2022	Sample Unique Key	43
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	05/17/2022
Sample type	Preliminary	A brief description of the sample	2 bags of Soil
The quantity of what the sample constitutes	Structural Section Recommendation	From where was the sample collected	Job Site
First name of sampler or witnessed by	Brian	Last name of sampler or witnessed by	Steiner
Title of sampler	Assistant Area Materials Engineer	Telephone number of sampler
Laboratory sample identification	D79028	Linked DIME Sample ID
The fabricator/manufacturer/facility name	N/A	Transportation Laboratory (TL) Number	824599
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	02-SIS-96-41.2, at Shoulder-Ditch-Slope, 0.5 to 1.5 ft depth
Where the material sample would have been placed if not sampled	In situ

DIME Sample ID: 2022-05-17-43

DIME Test ID: 2022-05-17-43-1

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: 2022-06-03

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: Arthur Mills and K. Rios Dorado

Date of test: 05/20/2022

	Individual Mass Retained	Cumulative Percent Passing
Total mass of sample prior to washing	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	304 grams	97 %
1 in. sieve	116 grams	96 %
3/4 in. sieve	148 grams	95 %
1/2 in. sieve	460 grams	91 %
3/8 in. sieve	308 grams	88 %
#4 sieve	1201 grams	78 %
#8 sieve	59.5 grams	68 %
#16 sieve	42.2 grams	61 %
#30 sieve	36 grams	55 %
#50 sieve	29.9 grams	50 %
#100 sieve	35.7 grams	44 %
#200. sieve	46.9 grams	36.7 %
On the pan	222.3 grams

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

Test was verified on 6/3/2022 ✔