DIME - Test Summary

Summary for Test 2026-04-27-65-4

Test performed: ASTM D2487-17

Project Identifiers	Project ID: 1000478 DEA: 020K6404 EFIS: 0223000189
DIST-CO-RTE-PM	02-SIS-97-18.0/22.4
Award Date	12/31/2024
Closeout Date	Not set
Work Description	CONSTRUCT WILDLIFE OVERPASS, INSTALL CULVERT, AND INSTALL FENCING.
Location Description	SISKIYOU COUNTY NEAR GRASS LAKE FROM 1.4 MILES NORTH OF DEER MOUNTAIN ROAD TO 0.6 MILE NORTH OF GRASS LAKE REST AREA
QA Service Level	1 (Verified on 07/31/2024)

Sample Taken Date	04/27/2026	Sample Unique Key	65
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	04/28/2026
Sample type	Acceptance	A brief description of the sample	1 Bag Native Soil
The quantity of what the sample constitutes	Previous Culvert Compaction - Native Soil	From where was the sample collected	Job Site
First name of sampler or witnessed by	Joe	Last name of sampler or witnessed by	Delgado
Title of sampler	Consultant	Telephone number of sampler
Laboratory sample identification	D80183	Linked DIME Sample ID
The fabricator/manufacturer/facility name	McCuen Construction	Transportation Laboratory (TL) Number	875617
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	5.5' Below finished grade SIS-97
Where the material sample would have been placed if not sampled

DIME Sample ID: 2026-04-27-65

DIME Test ID: 2026-04-27-65-4

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: 2026-05-18

Units for Particle Size: millimeters

Input Type: Measured

Tester's full name: Colt Sweeny

Date of test: 05/18/2026

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

Maximum particle size: 37.5 millimeters

Fines classification: Clayey

Percent fines: 25 %

Percent sand: 42 %

Percent gravel: 32 %

Liquid limit: 31

Plasticity Index: 10

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): 0.027 millimeters

Particle-size diameter at 30% passing (D30): 0.102 millimeters

Particle-size diameter at 60% passing (D60): 2.31 millimeters

Gravel classification: no data

Sand classification: clayey sand - SC

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

Did field sample contain cobbles or boulders?: no data

Coarse-grained soil dual classification: Clayey sand with gravel, (SC)g

Descriptive information: no data

Coefficient of uniformity (Cu): 85.556

Coefficient of curvature (Cc): 0.167

General comments (publicly viewable) (Max 1000 characters): Clayey sand with gravel, (SC)g

Test was verified on 5/18/2026 ✔