DIME - Test Summary

Summary for Test 2024-11-06-80-1

Test performed: CTM 203-February 2008

Project Identifiers	Project ID: 1000855 DEA: 021J3104 EFIS: 0220000057
DIST-CO-RTE-PM	02-SHA-44-R26.8/71.38
Award Date	Not set
Closeout Date	Not set
Work Description	Shingle Station Paving and Drainage.
Location Description	In Shasta County at various locations from 0.3 mile east of Shingletown Ridge Road to Lassen County Line.
QA Service Level	1 (Verified on 12/10/2024)

Sample Taken Date	11/06/2024	Sample Unique Key	80
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	11/07/2024
Sample type	Preliminary	A brief description of the sample	1 bag of Soil
The quantity of what the sample constitutes	Culvert, Field No. HA-24-001_1	From where was the sample collected	Job Site
First name of sampler or witnessed by	Victor	Last name of sampler or witnessed by	Vasquez
Title of sampler	Geoprofessional	Telephone number of sampler
Laboratory sample identification	D79773	Linked DIME Sample ID
The fabricator/manufacturer/facility name	In Situ	Transportation Laboratory (TL) Number	875957
Inspector Lot Number from the Transportation Laboratory (TL) Form		Structure unique identifier
Structure name		Bid Item	Not set

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-Sha-44-48.87 E/B, 0 – 1.5' depth
Where the material sample would have been placed if not sampled

DIME Sample ID: 2024-11-06-80

DIME Test ID: 2024-11-06-80-1

Testing Lab: CT D02 - Redding Northern Regional Laboratory

Test Method: CTM 203-February 2008: Mechanical Analysis of Soils

Test Release Date: 2024-12-12

What size aggregate is being tested?: Combined Gradation

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

Input Type: Calculated

Tester's full name: Josh Ferency and Ward Jenkins

Date of test: 12/05/2024

Cumulative percent passing the 3 in. sieve: 100 %

Cumulative percent passing the 2 1/2 in. sieve: 100 %

Cumulative percent passing the 2 in. sieve: 100 %

Cumulative percent passing the 1 1/2 in. sieve: 100 %

Cumulative percent passing the 1 in. sieve: 100 %

Cumulative percent passing the 3/4 in. sieve: 98 %

Cumulative percent passing the 1/2 in. sieve: 96 %

Cumulative percent passing the 3/8 in. sieve: 95 %

Cumulative percent passing the #4 sieve: 88 %

Cumulative percent passing the #8 sieve: 80 %

Cumulative percent passing the #16 sieve: 70 %

Cumulative percent passing the #30 sieve: 60 %

Cumulative percent passing the #50 sieve: 48 %

Cumulative percent passing the #100 sieve: 36 %

Cumulative percent passing the #200 sieve: 25 %

Cumulative Percent Passing on 5 Microns: 11 %

Cumulative Percent Passing on 1 Micron: 5 %

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

Test was verified on 12/12/2024 ✔