DIME - Test Summary

Summary for Test 2023-03-30-62-1

Test performed: ASTM D2487-17

Project Identifiers	Project ID: 993798 DEA: 09366801 EFIS: 0916000021
DIST-CO-RTE-PM	09-INY-395-117.3/117.9
Award Date	Not set
Closeout Date	Not set
Work Description	MEADOW FARMS ADA
Location Description	INYO COUNTY NEAR BISHOP FROM 0.1 MILE EAST OF SEE VEE LANE TO BARLOW LANE
QA Service Level	1 (Verified on 08/14/2023)

Sample Taken Date	03/30/2023	Sample Unique Key	62
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	03/30/2023
Sample type	Preliminary	A brief description of the sample	Native Soil Sample 1'
The quantity of what the sample constitutes	1 Bag	From where was the sample collected	Job Site
First name of sampler or witnessed by	Brian	Last name of sampler or witnessed by	Cook
Title of sampler	TE Civil	Telephone number of sampler
Laboratory sample identification	2916	Linked DIME Sample ID
The fabricator/manufacturer/facility name	Caltrans Right of Way	Transportation Laboratory (TL) Number
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	Meadow Farms
The fabricator/manufacturer designation for the sample		A detailed description of where the material sample was collected	HA-3 1 foot Depth
Where the material sample would have been placed if not sampled

DIME Sample ID: 2023-03-30-62

DIME Test ID: 2023-03-30-62-1

Testing Lab: CT D09 - Bishop Field Laboratory

Test Method: ASTM D2487-17: Standard Practice for Classification of Soils for Engineering Purposes (Unified Soil Classification System)

Test Release Date: 2023-04-13

Units for Particle Size: millimeters

Input Type: Measured

Tester's full name: Derek Carrington

Date of test: 04/13/2023

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

Maximum particle size: 4.75 millimeters

Fines classification: Silty

Percent fines: 100 %

Percent sand: 0 %

Percent gravel: 0 %

Liquid limit: 26

Plasticity Index: 26

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

Fine-grained soil classification: inorganic silt

Inorganic clay classification: silty clay - CL-ML

Inorganic silt classification: silt - ML

Organic fine-grained soil classification: organic silt - OL

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

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): no data

Gravel classification: silty

Sand classification: silty sand - SM; silty

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): no data

Coefficient of curvature (Cc): no data

General comments (publicly viewable) (Max 1000 characters):

Test was verified on 4/13/2023 ✔