DIME - Test Summary

Summary for Test 2025-07-01-43-9

Test performed: ASTM D2487-17

Project Identifiers	Project ID: 1001417 DEA: 022J7504 EFIS: 0221000131
DIST-CO-RTE-PM	02-MOD-299-33.5/37.5
Award Date	Not set
Closeout Date	Not set
Work Description	Crowder Flat Pavement Roadway Rehabilitation
Location Description	In Modoc County near Alturas from 3.6 miles west of Crowder Flat Road to 0.3 mile west of Rattlesnake Creek Bridge
QA Service Level	1 (Verified on 07/22/2025)

Sample Taken Date	07/01/2025	Sample Unique Key	43
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	07/01/2025
Sample type	Preliminary	A brief description of the sample	2 Bags Native Soil
The quantity of what the sample constitutes	Sand, Silt, Rock and Soil	From where was the sample collected	Source
First name of sampler or witnessed by	Colt	Last name of sampler or witnessed by	Sweeny
Title of sampler	MREA	Telephone number of sampler
Laboratory sample identification	D79942	Linked DIME Sample ID
The fabricator/manufacturer/facility name	CALTRANS	Transportation Laboratory (TL) Number	000001
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	Shoulder MOD 299 pm 37.00
Where the material sample would have been placed if not sampled

DIME Sample ID: 2025-07-01-43

DIME Test ID: 2025-07-01-43-9

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: 2025-12-05

Units for Particle Size: millimeters

Input Type: Measured

Tester's full name: Ward Jenkins

Date of test: 12/05/2025

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

Maximum particle size: 63 millimeters

Fines classification: Clayey

Percent fines: 31 %

Percent sand: 40 %

Percent gravel: 29 %

Liquid limit: 44

Plasticity Index: 19

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): 0.0219 millimeters

Particle-size diameter at 30% passing (D30): 0.0718 millimeters

Particle-size diameter at 60% passing (D60): 1.33 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): 60.731

Coefficient of curvature (Cc): 0.177

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

Test was verified on 12/5/2025 ✔