DIME - Test Summary

Summary for Test 2021-08-31-58-1

Test performed: CTM 202-November 2011

Project Identifiers	Project ID: 993330 DEA: 022J6204 EFIS: 0221000118
DIST-CO-RTE-PM	02-SIS-265-19.801 to 20.328
Award Date	Not set
Closeout Date	Not set
Work Description	Weed Blvd Pavement - CAPM Pavement Preservation
Location Description	In Siskiyou County at and near Weed on Route 97 from Route 5 to 0.6 mile south of Whitney Creek Bridge and on Route 265 from Route 97 to Route 5. Loc-02-SIS-97-PM L0 to 11, 02-SIS-265-PM19.801 to 20.328
QA Service Level	1 (Verified on 10/14/2021)

Sample Taken Date	08/31/2021	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	09/01/2021
Sample type	Preliminary	A brief description of the sample	Soil
The quantity of what the sample constitutes	2 bags for structural section recommendation	From where was the sample collected	Job Site
First name of sampler or witnessed by	Dan	Last name of sampler or witnessed by	Curran
Title of sampler	MREA	Telephone number of sampler
Laboratory sample identification	D78935	Linked DIME Sample ID
The fabricator/manufacturer/facility name	Unknown	Transportation Laboratory (TL) Number	897760
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 97 PM 19.9 50ft left of CL Depth 0 to 1 ft
Where the material sample would have been placed if not sampled	02 SIS 97 PM 19 90

DIME Sample ID: 2021-08-31-58

DIME Test ID: 2021-08-31-58-1

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: 2021-10-21

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: Colt Sweeny

Date of test: 09/01/2021

	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	393 grams	97 %
1 in. sieve	429 grams	94 %
3/4 in. sieve	337 grams	91 %
1/2 in. sieve	584 grams	86.6 %
3/8 in. sieve	345 grams	84 %
#4 sieve	807 grams	78 %
#8 sieve	34.3 grams	73 %
#16 sieve	32.4 grams	67 %
#30 sieve	42.9 grams	61 %
#50 sieve	73.8 grams	49 %
#100 sieve	85.2 grams	36 %
#200. sieve	70.4 grams	24.6 %
On the pan	155.8 grams

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

Test was verified on 10/21/2021 ✔