DIME - Test Summary

Summary for Test 2025-08-13-78-5

Test performed: ASTM D2487-17

Project Identifiers	Project ID: 1001282 DEA: 022J8604 EFIS: 0221000142
DIST-CO-RTE-PM	02-SHA-5-61.75/61.75
Award Date	Not set
Closeout Date	Not set
Work Description	Sweetbrier Deck Replacement - Bridge Rehabilitation and Replacement
Location Description	In Shasta County near Castella at Sweetbrier Overcrossing Bridge #06-0115
QA Service Level	1 (Verified on 05/27/2025)

Sample Taken Date	08/13/2025	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	08/14/2025
Sample type	Preliminary	A brief description of the sample	Sand, Silt, Rock and Soil
The quantity of what the sample constitutes	Not Provided	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	Assistant DME	Telephone number of sampler
Laboratory sample identification	D80002	Linked DIME Sample ID
The fabricator/manufacturer/facility name	Roadside	Transportation Laboratory (TL) Number	858148
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 Slope near SHA 5 PM 61.75 at the NB Sweetbrier offramp
Where the material sample would have been placed if not sampled

DIME Sample ID: 2025-08-13-78

DIME Test ID: 2025-08-13-78-5

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: 2025-09-03

Units for Particle Size: millimeters

Input Type: Measured

Tester's full name: Colt Sweeny

Date of test: 09/03/2025

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

Maximum particle size: 50 millimeters

Fines classification: Silty

Percent fines: 26 %

Percent sand: 37 %

Percent gravel: 37 %

Liquid limit: 30.7

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: no data

Particle-size diameter at 10% passing (D10): 0.026 millimeters

Particle-size diameter at 30% passing (D30): 0.116 millimeters

Particle-size diameter at 60% passing (D60): 3.64 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: A silty sand with gravel, (SM)g

Descriptive information: no data

Coefficient of uniformity (Cu): 140

Coefficient of curvature (Cc): 0.142

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

Test was verified on 9/3/2025 ✔