DIME - Test Summary

Summary for Test 2023-04-05-38-1

Test performed: CTM 202-November 2011

Project Identifiers	Project ID: 994678 DEA: 020J7704 EFIS: 0219000158
DIST-CO-RTE-PM	02--299-21.6/22.6
Award Date	Not set
Closeout Date	Not set
Work Description	Construct turnouts in Trinity County at and near del Loma from 1.8 miles east of Big Mountain Road to 0.6 mile west of Big French Creek Road.
Location Description	Not set
QA Service Level	1 (Verified on 08/09/2023)

Sample Taken Date	04/05/2023	Sample Unique Key	38
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	04/05/2023
Sample type	Preliminary	A brief description of the sample	Soil for structural section recommendation
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	AAME	Telephone number of sampler
Laboratory sample identification	D79205	Linked DIME Sample ID
The fabricator/manufacturer/facility name	In Situ	Transportation Laboratory (TL) Number	895803
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-TRI-299-21.92, Rt shoulder, 0.5-1.5 feet
Where the material sample would have been placed if not sampled

DIME Sample ID: 2023-04-05-38

DIME Test ID: 2023-04-05-38-1

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: 2023-05-09

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?: Yes

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

Input Type: Measured

Tester's full name: Colt Sweeny

Date of test: 04/12/2023

	Individual Mass Retained	Cumulative Percent Passing
Total mass of sample prior to washing	14452 grams
3 in. sieve	0 grams	100 %
2 1/2 in. sieve	0 grams	100 %
2 in. sieve	768 grams	95 %
1 1/2 in. sieve	363 grams	92 %
1 in. sieve	638 grams	88 %
3/4 in. sieve	580 grams	84 %
1/2 in. sieve	1067 grams	76 %
3/8 in. sieve	663 grams	72 %
#4 sieve	1765 grams	60 %
Fine Sample Mass (reduced)	506.7 grams
#8 sieve	107 grams	47 %
#16 sieve	82 grams	38 %
#30 sieve	58 grams	31 %
#50 sieve	47 grams	25 %
#100 sieve	39 grams	21 %
#200. sieve	31 grams	17 %

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

Test was verified on 5/9/2023 ✔