DIME - Test Summary

Summary for Test 2025-05-19-78-5

Test performed: ASTM D2487-17

Project Identifiers	Project ID: 995538 DEA: 024H0604 EFIS: 0218000073
DIST-CO-RTE-PM	02-PLU,PLU-36-
Award Date	11/05/2024
Closeout Date	Not set
Work Description	CHESTER CAUSEWAY REHAB
Location Description	LASSEN AND PLUMAS COUNTIES FROM MELISSA AVENUE TO 0.6 MILE EAST OF RED RIVER CANAL
QA Service Level	1 (Verified on 10/24/2024)

Sample Taken Date	05/19/2025	Sample Unique Key	78
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	05/19/2025
Sample type	Acceptance	A brief description of the sample	1 Bucket of Native Soil
The quantity of what the sample constitutes	Subgrade	From where was the sample collected	Job Site
First name of sampler or witnessed by	Dave	Last name of sampler or witnessed by	Lockett
Title of sampler	Consultant	Telephone number of sampler
Laboratory sample identification	D79879	Linked DIME Sample ID
The fabricator/manufacturer/facility name	In situ	Transportation Laboratory (TL) Number	867330
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	"Native Underlying" @ 02-Plu-36, "493+95, 9' Right of center of Rt travel lane, 6.5" below finish SG
Where the material sample would have been placed if not sampled

DIME Sample ID: 2025-05-19-78

DIME Test ID: 2025-05-19-78-5

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: 2025-06-09

Units for Particle Size: millimeters

Input Type: Measured

Tester's full name: Ward Jenkins

Date of test: 06/09/2025

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

Maximum particle size: 63 millimeters

Fines classification: Clayey

Percent fines: 37 %

Percent sand: 37 %

Percent gravel: 27 %

Liquid limit: 31

Plasticity Index: 8

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?: no data

Coarse-grained soil classification: sand

Particle-size diameter at 10% passing (D10): no data

Particle-size diameter at 30% passing (D30): no data

Particle-size diameter at 60% passing (D60): 0.817 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: no data

Descriptive information: no data

Coefficient of uniformity (Cu): no data

Coefficient of curvature (Cc): no data

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

Test was verified on 6/9/2025 ✔