DIME - Test Summary

Summary for Test 2023-03-03-49-6

Test performed: ASTM D2487-17

Sample Taken Date	03/03/2023	Sample Unique Key	49
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	03/03/2023
Sample type	Preliminary	A brief description of the sample	Soil for structural section recommendation
The quantity of what the sample constitutes	Structural Section Recomendation	From where was the sample collected	Job Site
First name of sampler or witnessed by	Dan	Last name of sampler or witnessed by	Curran
Title of sampler	MREA	Telephone number of sampler
Laboratory sample identification	D79199	Linked DIME Sample ID
The fabricator/manufacturer/facility name	In Situ	Transportation Laboratory (TL) Number	897774
Inspector Lot Number from the Transportation Laboratory (TL) Form		Structure unique identifier
Structure name

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-SIS-3-53.6 to 54.07 .5-2 ft below OG 30 ft Left of CL
Where the material sample would have been placed if not sampled

DIME Sample ID: 2023-03-03-49

DIME Test ID: 2023-03-03-49-6

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: 2023-04-06

Units for Particle Size: millimeters

Input Type: Measured

Tester's full name: Ward Jenkins

Date of test: 03/27/2023

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

Maximum particle size: 37.5 millimeters

Fines classification: no data

Percent fines: 52 %

Percent sand: 34 %

Percent gravel: 14 %

Liquid limit: 62

Plasticity Index: 36

Is soil fine-grained or coarse-grained?: fine-grained

Fine-grained soil classification: inorganic clay

Inorganic clay classification: fat clay - CH

Inorganic silt classification: no data

Organic fine-grained soil classification: no data

Any descriptors added to fine-grained soil classification?: "sandy"

Coarse-grained soil classification: no data

Particle-size diameter at 10% passing (D10): 0.0129 millimeters

Particle-size diameter at 30% passing (D30): 0.0385 millimeters

Particle-size diameter at 60% passing (D60): 0.203 millimeters

Gravel classification: no data

Sand classification: no data

Any descriptors added to coarse-grained soil classification?: no data

Did field sample contain cobbles or boulders?: no data

Coarse-grained soil dual classification: no data

Descriptive information: no data

Coefficient of uniformity (Cu): 15.736

Coefficient of curvature (Cc): 0.566

General comments (publicly viewable) (Max 1000 characters): s(CH) Sandy Fat Clay

Test was verified on 4/6/2023 ✔