Summary for Test 2022-01-20-53-5
Test performed: ASTM D2487-17Project Information
Project Identifiers | Project ID: 215734 DEA: 024H0104 EFIS: 0218000068 |
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DIST-CO-RTE-PM | 02-PLU-70-78.3/90.3 |
Award Date | Not set |
Closeout Date | Not set |
Work Description | Not set |
Location Description | Not set |
QA Service Level | 1 (Verified on 07/08/2021) |
Sample Information
Sample Taken Date | 01/20/2022 | Sample Unique Key | 53 |
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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 | 01/21/2022 |
Sample type | Preliminary | A brief description of the sample | Soil |
The quantity of what the sample constitutes | 1 Bag representing .5 mile of drainage ditch | From where was the sample collected | Job Site |
First name of sampler or witnessed by | Darrell | Last name of sampler or witnessed by | Valasek |
Title of sampler | MREA | Telephone number of sampler | |
Laboratory sample identification | D78996 | Linked DIME Sample ID | |
The fabricator/manufacturer/facility name | Unknown | Transportation Laboratory (TL) Number | 824597 |
Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
Structure name |
Material Information
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-PLU-70-83.65-South ditch-0.5-1.5 ft Depth | |
Where the material sample would have been placed if not sampled | 02 PLU 70 |
Test Details
DIME Sample ID: 2022-01-20-53
DIME Test ID: 2022-01-20-53-5
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: 2022-02-25
Test Results
Units for Particle Size: millimeters
Input Type: Measured
Tester's full name: Ward Jenkins
Date of test: 02/25/2022
Percentage of plus 3-in. (75-mm) material: 0 %
Maximum particle size: 50 millimeters
Fines classification: no data
Percent fines: 8 %
Percent sand: 75 %
Percent gravel: 17 %
Liquid limit: 0
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?: no data
Coarse-grained soil classification: sand
Particle-size diameter at 10% passing (D10): 0.091 millimeters
Particle-size diameter at 30% passing (D30): 0.31 millimeters
Particle-size diameter at 60% passing (D60): 1.2 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: SP-SM
Descriptive information: no data
Coefficient of uniformity (Cu): 13.187
Coefficient of curvature (Cc): 0.88
General comments (publicly viewable) (Max 1000 characters): Poorly graded sand with silt and gravel, (SP-SM)g
Test was verified on 2/25/2022 ✔