Summary for Test 2023-04-05-36-6
Test performed: ASTM D2487-17Project Information
Project Identifiers | Project ID: 994666 DEA: 020J5304 EFIS: 0219000133 |
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DIST-CO-RTE-PM | 02-TRI-299-8.3/15 |
Award Date | Not set |
Closeout Date | Not set |
Work Description | Pavement Preservation in Trinity Co. near Burnt Ranch from 0.5 mile East of Gray Creek Road to 1.0 mile East of Trinity River Bridge #05-0006. |
Location Description | Not set |
QA Service Level | 1 (Verified on 08/07/2023) |
Sample Information
Sample Taken Date | 04/05/2023 | Sample Unique Key | 36 |
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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 | 04/05/2023 |
Sample type | Preliminary | A brief description of the sample | Soil for structural section recommendation |
The quantity of what the sample constitutes | Structural Section Recommendation | From where was the sample collected | Job Site |
First name of sampler or witnessed by | Brian | Last name of sampler or witnessed by | Steiner |
Title of sampler | AAME | Telephone number of sampler | |
Laboratory sample identification | D79203 | Linked DIME Sample ID | |
The fabricator/manufacturer/facility name | In Situ | Transportation Laboratory (TL) Number | 895801 |
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-TRI-299-11.53, Rt shoulder slope, 0.5-1.5 feet | |
Where the material sample would have been placed if not sampled |
Test Details
DIME Sample ID: 2023-04-05-36
DIME Test ID: 2023-04-05-36-6
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: 2023-05-09
Test Results
Units for Particle Size: millimeters
Input Type: Measured
Tester's full name: Ward Jenkins
Date of test: 05/09/2023
Percentage of plus 3-in. (75-mm) material: 0 %
Maximum particle size: 50 millimeters
Fines classification: no data
Percent fines: 18 %
Percent sand: 52 %
Percent gravel: 30 %
Liquid limit: 29
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): 0.0382 millimeters
Particle-size diameter at 30% passing (D30): 0.237 millimeters
Particle-size diameter at 60% passing (D60): 2.39 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): 62.565
Coefficient of curvature (Cc): 0.615
General comments (publicly viewable) (Max 1000 characters): (SM)g,
a silty sand with gravel
Test was verified on 5/9/2023 ✔