DIME - Test Summary

Summary for Test 2024-07-25-86-5

Test performed: ASTM D2487-17

Project Identifiers	Project ID: 1000513 DEA: 020J8504 EFIS: 0219000168
DIST-CO-RTE-PM	02-SIS-89-21/R34.622
Award Date	08/05/2025
Closeout Date	Not set
Work Description	MCCLOUD CAPM - PAVEMENT REHABILITATION
Location Description	IN SISKIYOU COUNTY AT AND NEAR MCCLOUD FROM 0.1 MILE SOUTH OF MUD CREEK BRIDGE TO ROUTE 5
QA Service Level	1 (Verified on 08/12/2024)

Sample Taken Date	07/25/2024	Sample Unique Key	86
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	07/29/2024
Sample type	Preliminary	A brief description of the sample	Sand, Silt, Rock and Soil
The quantity of what the sample constitutes	1 container for Structural Section Recommendations	From where was the sample collected	Source
First name of sampler or witnessed by	Brian	Last name of sampler or witnessed by	Steiner
Title of sampler	ADME	Telephone number of sampler
Laboratory sample identification	D79669	Linked DIME Sample ID
The fabricator/manufacturer/facility name	In Situ	Transportation Laboratory (TL) Number	891124
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-SIS-89-pm 24.0
Where the material sample would have been placed if not sampled

DIME Sample ID: 2024-07-25-86

DIME Test ID: 2024-07-25-86-5

Testing Lab: CT D02 - Redding Northern Regional Laboratory

Test Method: ASTM D2487-17: Standard Practice for Classification of Soils for Engineering Purposes (Unified Soil Classification System)

Test Release Date: 2024-08-22

Units for Particle Size: millimeters

Input Type: Measured

Tester's full name: Colt Sweeny

Date of test: 08/21/2024

Percentage of plus 3-in. (75-mm) material: 0 %

Maximum particle size: 37.5 millimeters

Fines classification: Silty

Percent fines: 18 %

Percent sand: 60 %

Percent gravel: 22 %

Liquid limit: 0

Plasticity Index: 0

Is soil fine-grained or coarse-grained?: coarse-grained

Fine-grained soil classification: no data

Inorganic clay classification: no data

Inorganic silt classification: no data

Organic fine-grained soil classification: no data

Any descriptors added to fine-grained soil classification?: "with gravel"

Coarse-grained soil classification: sand

Particle-size diameter at 10% passing (D10): 0.39 millimeters

Particle-size diameter at 30% passing (D30): 0.172 millimeters

Particle-size diameter at 60% passing (D60): 1.571 millimeters

Gravel classification: silty

Sand classification: silty sand - SM; silty

Any descriptors added to coarse-grained soil classification?: "with gravel"

Did field sample contain cobbles or boulders?: no data

Coarse-grained soil dual classification: no data

Descriptive information: no data

Coefficient of uniformity (Cu): 4.028

Coefficient of curvature (Cc): 0.048

General comments (publicly viewable) (Max 1000 characters): A Silty Sand with gravel, (SM)g

Test was verified on 8/22/2024 ✔