DIME - Test Summary

Summary for Test 2026-09-02-97-13

Test performed: ASTM D2487-17

Project Identifiers	Project ID: 1002816 DEA: 022J7604 EFIS: 0221000132
DIST-CO-RTE-PM	02-TRI-3-5/11
Award Date	Not set
Closeout Date	Not set
Work Description	Hayfork Pavement
Location Description	Pavement Preservation (CAPM) in Trinity County at and near Hayfork from 1.3 miles south of Morgan Hill Road to 1.2 miles north of Willow Avenue.
QA Service Level	1 (Verified on 11/02/2026)

Sample Taken Date	09/02/2026	Sample Unique Key	97
Date that the sample was received by the laboratory/organization performing the testing	09/02/2026	Sample type	Preliminary
A brief description of the sample	2 bags of Soil	The quantity of what the sample constitutes	Existing Subgrade for Structural Section Recommendation
From where was the sample collected	Job Site	First name of sampler or witnessed by	Derek
Last name of sampler or witnessed by	Serna	Title of sampler
Telephone number of sampler		Laboratory sample identification	D80386
Linked DIME Sample ID		The fabricator/manufacturer/facility name	In Situ
Transportation Laboratory (TL) Number		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-Tri-3-6.0 Shoulder, 0.0-1.5' depth
Where the material sample would have been placed if not sampled

DIME Sample ID: 2026-09-02-97

DIME Test ID: 2026-09-02-97-13

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: 2026-11-03

Units for Particle Size: inches

Input Type: Measured

Tester's full name: Ward Jenkins

Date of test: 11/02/2026

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

Maximum particle size: 1.5 inches

Fines classification: Silty

Percent fines: 29 %

Percent sand: 39 %

Percent gravel: 32 %

Liquid limit: 38

Plasticity Index: 11

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): 0.082 millimeters

Particle-size diameter at 60% passing (D60): 2.84 millimeters

Gravel classification: no data

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): no data

Coefficient of curvature (Cc): no data

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

Test was verified on 11/3/2026 ✔