Pilot Hole Sieve Data_01-I8P2G-19.xls
XLS spreadsheet 3 MB Posted
- Attached to
- Island 8, Parcel 2 Seepage Remediation
- Solicitation number
- W912EQ21B0009
About this file
This federal solicitation seeks offers for a seepage remediation project on Island 8, Parcel 2. The project scope includes installing 79 relief wells, over 12,000 linear feet of subsurface drain pipe, 1,900 linear feet of new drainage ditches, modification of existing drainage ditches, culvert replacement at five locations with associated rip-rap, and removal of debris from Running Slough. The solicitation is set aside for service-disabled veteran owned small businesses and utilizes sealed bid procedures. The solicitation was issued by the Department of the Army Corps of Engineers Engineering District Memphis. The work location is in Fulton County, Kentucky.
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SUMMARY
| Project: | Island 8 Parcel 2 | Riser (ft): | 50 | |||||||||||||||||||
| Location: | Fulton County, KY | Screen (ft): | 20 | |||||||||||||||||||
| Well #: | 01-I8P2G-19 | |||||||||||||||||||||
| Design By: | JBT | Checked by: | ||||||||||||||||||||
| Date: | 4/28/20 | Date: | ||||||||||||||||||||
| A. Ground Elevation | 303.84 | D85 Criteria | 0.37 | mm | ||||||||||||||||||
| B. Ground EL + 4" | 0 | Fines Criteria | 10 | % | ||||||||||||||||||
| C. Max Well Head EL | ||||||||||||||||||||||
| D. Actual Well Head EL | 0 | |||||||||||||||||||||
| (D = minimum of B and C.) | ||||||||||||||||||||||
| Sieve Data Summary | ||||||||||||||||||||||
| Sample # | Sample Information | Classification | D90 | D85 | D80 | D70 | D60 | D50 | D40 | D30 | D20 | D15 | D10 | D5 | D85 | Fines | Screen or Riser | Comments | ||||
| Depth (ft) | Top Elev. | Bottom Elev. | (mm) | (%) | ||||||||||||||||||
| 1 | 19 | 285.3 | 283.8 | Lean Clay (CL) - Brown | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 97 | RISER | Blue | Borderline | |
| 2 | 21 | 282.8 | 281.3 | Lean Clay (CL) - Brown | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 94 | Red | Fail | ||
| 3 | 24 | 280.3 | 278.8 | Lean Clay (CL) - Brown | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 96 | Black | Pass | ||
| 4 | 26 | 277.8 | 276.3 | Lean Clay (CL) - Grey/Brown, Poorly Graded Sand Pockets | 0.13 | 0.13 | 0.12 | 0.10 | 0.09 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.13 | 52 | ||||
| 5 | 29 | 275.3 | 273.8 | Poorly Graded Sand (SP) - Brown, Saturated | 0.27 | 0.26 | 0.24 | 0.22 | 0.19 | 0.16 | 0.14 | 0.12 | 0.09 | 0.08 | 0.00 | 0.00 | 0.26 | 11 | ||||
| 6 | 31 | 272.8 | 271.3 | Lean Clay (CL) - Grey, Poorly Graded Sand Pockets | 0.14 | 0.13 | 0.12 | 0.11 | 0.09 | 0.08 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.13 | 46 | ||||
| 7 | 34 | 270.3 | 268.8 | Poorly Graded Sand (SP) - Brown, Wet | 0.28 | 0.27 | 0.26 | 0.24 | 0.21 | 0.19 | 0.17 | 0.15 | 0.12 | 0.11 | 0.09 | 0.08 | 0.27 | 3 | ||||
| 8 | 36 | 267.8 | 266.3 | Poorly Graded Sand (SP) - Grey/Brown, Saturated, Silty Sand Pockets | 0.26 | 0.24 | 0.22 | 0.18 | 0.15 | 0.12 | 0.10 | 0.08 | 0.00 | 0.00 | 0.00 | 0.00 | 0.24 | 27 | ||||
| 9 | 39 | 265.3 | 263.8 | Poorly Graded Sand (SP) - Gray/Brown, Saturated, Trace Silty Sand | 0.27 | 0.25 | 0.23 | 0.20 | 0.17 | 0.14 | 0.13 | 0.11 | 0.09 | 0.09 | 0.08 | 0.00 | 0.25 | 7 | ||||
| 10 | 41 | 262.8 | 261.3 | Poorly Graded Sand (SP) - Gray/Brown, Saturated, Trace Silty Sand | 0.21 | 0.16 | 0.14 | 0.13 | 0.12 | 0.10 | 0.09 | 0.08 | 0.00 | 0.00 | 0.00 | 0.00 | 0.16 | 30 | ||||
| 11 | 44 | 260.3 | 258.8 | Poorly Graded Sand (SP) - Gray/Brown, Saturated, Trace Silty Sand | 0.14 | 0.13 | 0.12 | 0.10 | 0.08 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.13 | 57 | ||||
| 12 | 46 | 257.8 | 256.3 | Poorly Graded Sand (SP) - Gray/Brown, Saturated | 0.18 | 0.15 | 0.14 | 0.13 | 0.12 | 0.11 | 0.10 | 0.09 | 0.08 | 0.08 | 0.00 | 0.00 | 0.15 | 13 | ||||
| 13 | 49 | 255.3 | 253.8 | Silty Sand (SM) - Brown, Wet | 0.27 | 0.21 | 0.15 | 0.14 | 0.12 | 0.11 | 0.10 | 0.09 | 0.00 | 0.00 | 0.00 | 0.00 | 0.21 | 22 | El. 253.8 / 50 ft | |||
| 14 | 51 | 252.8 | 251.3 | Poorly Graded Sand (SP) - Brown, Saturated | 2.05 | 1.34 | 1.09 | 0.88 | 0.66 | 0.53 | 0.43 | 0.37 | 0.31 | 0.25 | 0.18 | 0.10 | 1.34 | 4 | SCREEN | |||
| 15 | 54 | 250.3 | 248.8 | Poorly Graded Sand (SP) - Brown, Saturated | 4.29 | 2.69 | 1.89 | 1.11 | 0.92 | 0.74 | 0.58 | 0.48 | 0.36 | 0.28 | 0.20 | 0.11 | 2.69 | 4 | ||||
| 16 | 56 | 247.8 | 246.3 | Poorly Graded Sand (SP) - Brown, Saturated | 3.74 | 2.05 | 1.32 | 1.01 | 0.83 | 0.65 | 0.54 | 0.47 | 0.38 | 0.32 | 0.23 | 0.11 | 2.05 | 4 | ||||
| 17 | 59 | 245.3 | 243.8 | Poorly Graded Sand (SP) - Brown, Saturated | 1.89 | 1.08 | 0.89 | 0.58 | 0.51 | 0.44 | 0.40 | 0.35 | 0.31 | 0.27 | 0.19 | 0.09 | 1.08 | 4 | ||||
| 18 | 64 | 240.3 | 238.8 | Poorly Graded Sand (SP) - Brown, Saturated | 6.47 | 4.57 | 3.66 | 2.13 | 1.35 | 1.01 | 0.78 | 0.57 | 0.41 | 0.31 | 0.20 | 0.09 | 4.57 | 4 | ||||
| 19 | 69 | 235.3 | 233.8 | Poorly Graded Sand (SP) - Brown | 5.88 | 4.31 | 3.50 | 2.13 | 1.36 | 1.02 | 0.81 | 0.60 | 0.45 | 0.36 | 0.24 | 0.09 | 4.31 | 4 | El. 233.8 / 20 ft | |||
| 20 | 74 | 230.3 | 228.8 | Lean Clay (CL) - Grey | 0.14 | 0.13 | 0.12 | 0.11 | 0.10 | 0.08 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.13 | 45 | ||||
| 21 | 79 | 225.3 | 223.8 | Lean Clay (CL) - Grey | 0.13 | 0.12 | 0.11 | 0.09 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.12 | 63 | ||||
| 22 | 84 | 220.3 | 218.8 | Lean Clay (CL) - Grey | 0.12 | 0.11 | 0.09 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.11 | 73 | ||||
| 23 | 89 | 215.3 | 213.8 | Lean Clay (CL) - Grey | 0.12 | 0.11 | 0.09 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.11 | 73 | ||||
| 24 | 94 | 210.3 | 208.8 | Lean Clay (CL) - Grey | 0.10 | 0.08 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.08 | 84 | ||||
| 25 | 0 | 0 | 0 | 0 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0 | ||||
| 26 | 0 | 0 | 0 | 0 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0 | ||||
| 27 | 0 | 0 | 0 | 0 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0 | ||||
| 28 | 0 | 0 | 0 | 0 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0 | ||||
| 29 | 0 | 0 | 0 | 0 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0 | ||||
| 30 | 0 | 0 | 0 | 0 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0 | ||||
| 31 | 0 | 0 | 0 | 0 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0 | ||||
| 32 | 0 | 0 | 0 | 0 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0 | ||||
| 33 | 0 | 0 | 0 | 0 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0 | ||||
| 34 | 0 | 0 | 0 | 0 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0 | ||||
| 35 | 0 | 0 | 0 | 0 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0 | ||||
| 36 | 0 | 0 | 0 | 0 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0 | ||||
| 37 | 0 | 0 | 0 | 0 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0 | ||||
| 38 | 0 | 0 | 0 | 0 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0 | ||||
| 39 | 0 | 0 | 0 | 0 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0 | ||||
| 40 | 0 | 0 | 0 | 0 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0 | ||||
| 41 | 0 | 0 | 0 | 0 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0 | ||||
| 42 | 0 | 0 | 0 | 0 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0 | ||||
| 43 | 0 | 0 | 0 | 0 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0 | ||||
| 44 | 0 | 0 | 0 | 0 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0 | ||||
| 45 | 0 | 0 | 0 | 0 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0 | ||||
| 46 | 0 | 0 | 0 | 0 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0 | ||||
| 47 | 0 | 0 | 0 | 0 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0 | ||||
| 48 | 0 | 0 | 0 | 0 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0 | ||||
| 49 | 0 | 0 | 0 | 0 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0 | ||||
| 50 | 0 | 0 | 0 | 0 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0 |
&C&"Arial,Bold"&12SIEVE DATA SUMMARY &F &R&F
FILTER & AQUIFER BANDS
| Insert max and min aquifer band data | Enter req'd gravel pack gradation from specs | Check whether gravel sample meets spec | ||||||||
| AQUIFER BAND | FILTER PACK SPECS | FILTER PACK SAMPLE | ||||||||
| Sieve # | Size mm | Aquifer 1 | Aquifer 2 | Sieve # | Size (mm) | Filter 1 | Filter 2 | Sieve # | Size (mm) | % Pass |
| 1/2" | 12.5 | 1/2 | 12.7 | 100 | 1/2 | 12.7 | ||||
| 3/8' | 9.5 | 100 | 3/8 | 9.5 | 83 | 100 | 3/8 | 9.5 | ||
| #4 | 4.75 | 88 | #4 | 4.75 | 50 | 73 | #4 | 4.75 | ||
| #8 | 2.36 | 72 | #8 | 2.36 | 23 | 38 | #8 | 2.36 | ||
| #10 | 2.00 | 68 | #10 | 2.00 | 17 | 32 | #10 | 2.00 | ||
| #16 | 1.18 | 54 | #16 | 1.18 | 6 | 15 | #16 | 1.18 | ||
| #20 | 0.85 | 41 | #20 | 0.85 | 0 | 8 | #20 | 0.85 | ||
| #30 | 0.6 | 29 | 100 | #40 | 0.43 | #40 | 0.43 | |||
| #40 | 0.425 | 20 | 88 | |||||||
| #50 | 0.3 | 12 | 68 | |||||||
| #60 | 0.25 | 9 | 53 | |||||||
| #100 | 0.15 | 2 | 21 | |||||||
| #140 | 0.106 | 10 | ||||||||
| #200 | 0.075 | 4 |
SIEVE DATA
| Copy & paste grain size data below into "GRAVEL PACK DESIGN" spreadsheet | |||||||
| Well # | Sample Depth | Sample | "D" Sizes | ||||
| 85 | 60 | 30 | 15 | 10 | |||
| 01-I8P2G-19 | 18.5 | 1 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 |
| 01-I8P2G-19 | 21 | 2 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 |
| 01-I8P2G-19 | 23.5 | 3 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 |
| 01-I8P2G-19 | 26 | 4 | 0.13 | 0.09 | 0.00 | 0.00 | 0.00 |
| 01-I8P2G-19 | 28.5 | 5 | 0.26 | 0.19 | 0.12 | 0.08 | 0.00 |
| 01-I8P2G-19 | 31 | 6 | 0.13 | 0.09 | 0.00 | 0.00 | 0.00 |
| 01-I8P2G-19 | 33.5 | 7 | 0.27 | 0.21 | 0.15 | 0.11 | 0.09 |
| 01-I8P2G-19 | 36 | 8 | 0.24 | 0.15 | 0.08 | 0.00 | 0.00 |
| 01-I8P2G-19 | 38.5 | 9 | 0.25 | 0.17 | 0.11 | 0.09 | 0.08 |
| 01-I8P2G-19 | 41 | 10 | 0.16 | 0.12 | 0.08 | 0.00 | 0.00 |
| 01-I8P2G-19 | 43.5 | 11 | 0.13 | 0.08 | 0.00 | 0.00 | 0.00 |
| 01-I8P2G-19 | 46 | 12 | 0.15 | 0.12 | 0.09 | 0.08 | 0.00 |
| 01-I8P2G-19 | 48.5 | 13 | 0.21 | 0.12 | 0.09 | 0.00 | 0.00 |
| 01-I8P2G-19 | 51 | 14 | 1.34 | 0.66 | 0.37 | 0.25 | 0.18 |
| 01-I8P2G-19 | 53.5 | 15 | 2.69 | 0.92 | 0.48 | 0.28 | 0.20 |
| 01-I8P2G-19 | 56 | 16 | 2.05 | 0.83 | 0.47 | 0.32 | 0.23 |
| 01-I8P2G-19 | 58.5 | 17 | 1.08 | 0.51 | 0.35 | 0.27 | 0.19 |
| 01-I8P2G-19 | 63.5 | 18 | 4.57 | 1.35 | 0.57 | 0.31 | 0.20 |
| 01-I8P2G-19 | 68.5 | 19 | 4.31 | 1.36 | 0.60 | 0.36 | 0.24 |
| 01-I8P2G-19 | 73.5 | 20 | 0.13 | 0.10 | 0.00 | 0.00 | 0.00 |
| 01-I8P2G-19 | 78.5 | 21 | 0.12 | 0.00 | 0.00 | 0.00 | 0.00 |
| 01-I8P2G-19 | 83.5 | 22 | 0.11 | 0.00 | 0.00 | 0.00 | 0.00 |
| 01-I8P2G-19 | 88.5 | 23 | 0.11 | 0.00 | 0.00 | 0.00 | 0.00 |
| 01-I8P2G-19 | 93.5 | 24 | 0.08 | 0.00 | 0.00 | 0.00 | 0.00 |
| 01-I8P2G-19 | 0 | 25 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 |
| 01-I8P2G-19 | 0 | 26 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 |
| 01-I8P2G-19 | 0 | 27 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 |
| 01-I8P2G-19 | 0 | 28 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 |
| 01-I8P2G-19 | 0 | 29 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 |
| 01-I8P2G-19 | 0 | 30 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 |
| 01-I8P2G-19 | 0 | 31 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 |
| 01-I8P2G-19 | 0 | 32 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 |
| 01-I8P2G-19 | 0 | 33 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 |
| 01-I8P2G-19 | 0 | 34 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 |
| 01-I8P2G-19 | 0 | 35 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 |
| 01-I8P2G-19 | 0 | 36 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 |
| 01-I8P2G-19 | 0 | 37 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 |
| 01-I8P2G-19 | 0 | 38 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 |
| 01-I8P2G-19 | 0 | 39 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 |
| 01-I8P2G-19 | 0 | 40 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 |
| 01-I8P2G-19 | 0 | 41 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 |
| 01-I8P2G-19 | 0 | 42 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 |
| 01-I8P2G-19 | 0 | 43 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 |
| 01-I8P2G-19 | 0 | 44 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 |
| 01-I8P2G-19 | 0 | 45 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 |
| 01-I8P2G-19 | 0 | 46 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 |
| 01-I8P2G-19 | 0 | 47 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 |
| 01-I8P2G-19 | 0 | 48 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 |
| 01-I8P2G-19 | 0 | 49 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 |
| 01-I8P2G-19 | 0 | 50 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 |
SAMPLE # (1)
| Project Name: | Island 8 Parcel 2 | Relief Well #: | 01-I8P2G-19 | ||||||||
| Location: | Fulton County, KY | ||||||||||
| Sample Description: | Lean Clay (CL) - Brown | Sample Depth: (ft) | 18.5 | ||||||||
| Date Received: | |||||||||||
| Date Tested: | 09/18/19 | (Top of Sample Only) | |||||||||
| Tested By: | EG | ||||||||||
| Before 200 Wash | After 200 Wash | For Government Use Only | |||||||||
| Wt. Tare (g) | 128.75 | Wt. Tare (g) | 0 | D85 (mm) | 0.00 | <---*NOTE: D85 is estimated linearly from a log graph & should be verified & changed if required. | Screen | ||||
| Wt. Tare + Dry soil (g) | 386.08 | Wt. Tare + Dry soil (g) | 7.57 | Screen/Riser | Riser | ||||||
| Original Wt. Dry Soil (g) | 257.33 | Washed Wt. Dry Soil (g) | 7.57 | Comments | ? | ||||||
| Sieve Size (U.S. Std.) | Sieve Opening (mm) | Wt. Sieve (g) | Wt. Sieve + Soil (g) | Individual Wt. Retained (g) | Cumulative Wt. Retained (g) | Cumulative % Retained (%) | Cumulative % Passing (%) | ||||
| D90 | 0.00 | ||||||||||
| 3/8' | 9.500 | 0.00 | 0.00 | 0.0 | 100.0 | D85 | 0.00 | ||||
| #4 | 4.750 | 0.00 | 0.00 | 0.0 | 100.0 | D80 | 0.00 | ||||
| #8 | 2.360 | 0.00 | 0.00 | 0.0 | 100.0 | D70 | 0.00 | ||||
| #16 | 1.180 | 0.00 | 0.00 | 0.0 | 100.0 | D60 | 0.00 | ||||
| #30 | 0.600 | 0.00 | 0.00 | 0.0 | 100.0 | D50 | 0.00 | ||||
| #40 | 0.425 | 0.00 | 0.00 | 0.0 | 100.0 | D40 | 0.00 | ||||
| #50 | 0.300 | 0.00 | 0.00 | 0.0 | 100.0 | D30 | 0.00 | ||||
| #100 | 0.150 | 0.00 | 0.00 | 0.0 | 100.0 | D20 | 0.00 | ||||
| #200 | 0.075 | 7.57 | 7.57 | 7.57 | 2.9 | 97.1 | D15 | 0.00 | |||
| Pan | ----- | 0.00 | 7.57 | D10 | 0.00 | ||||||
| Total fines < #200 (g) | 249.8 | Acceptance Check (must be 1.003>x>0.997)=(F25/F11) | 1.000 | 0 | D5 | 0.00 | |||||
| Fineness Modulus | 0.03 |
&C&"Arial,Regular"&14SIEVE ANALYSIS DATA SHEET (ASTM C136 / C117)
SAMPLE # (1)
| 12.5 | 12.5 | 12.7 | 12.7 | 12.7 |
| 9.5 | 9.5 | 9.5 | 9.5 | 9.5 |
| 4.75 | 4.75 | 4.75 | 4.75 | 4.75 |
| 2.36 | 2.36 | 2.36 | 2.36 | 2.36 |
| 2 | 2 | 2 | 2 | 2 |
| 1.18 | 1.18 | 1.18 | 1.18 | 1.18 |
| 0.85 | 0.85 | 0.85 | 0.85 | 0.85 |
| 0.6 | 0.6 | 0.425 | 0.425 | 0.425 |
| 0.425 | 0.425 | |||
| 0.3 | 0.3 | |||
| 0.25 | 0.25 | |||
| 0.15 | 0.15 | |||
| 0.106 | 0.106 | |||
| 0.075 | 0.075 |
&R&8&F
TEST
Aquifer 1 Aquifer 2 Filter 1 Filter 2 Filter Sample
GRAIN SIZE IN MILLIMETERS
PERCENT PASSING BY WEIGHT
SIEVE ANALYSIS GRADATION CURVES
# (2)
| Project Name: | Island 8 Parcel 2 | Relief Well #: | 01-I8P2G-19 | ||||||||
| Location: | Fulton County, KY | ||||||||||
| Sample Description: | Lean Clay (CL) - Brown | Sample Depth: (ft) | 21 | ||||||||
| Date Received: | 12/31/99 | ||||||||||
| Date Tested: | 09/18/19 | ||||||||||
| Tested By: | EG | ||||||||||
| Before 200 Wash | After 200 Wash | For Government Use Only | |||||||||
| Wt. Tare (g) | 126.1 | Wt. Tare (g) | 0 | D85 (mm) | 0.00 | <---*NOTE: D85 is estimated linearly from a log graph & should be verified & changed if required. | Screen | ||||
| Wt. Tare + Dry soil (g) | 407.19 | Wt. Tare + Dry soil (g) | 15.68 | Screen/Riser | Riser | ||||||
| Original Wt. Dry Soil (g) | 281.09 | Washed Wt. Dry Soil (g) | 15.68 | Comments | ? | ||||||
| Sieve Size (U.S. Std.) | Sieve Opening (mm) | Wt. Sieve (g) | Wt. Sieve + Soil (g) | Individual Wt. Retained (g) | Cumulative Wt. Retained (g) | Cumulative % Retained (%) | Cumulative % Passing (%) | ||||
| D90 | 0.00 | ||||||||||
| 3/8' | 9.500 | 0.00 | 0.00 | 0.0 | 100.0 | D85 | 0.00 | ||||
| #4 | 4.750 | 0.00 | 0.00 | 0.0 | 100.0 | D80 | 0.00 | ||||
| #8 | 2.360 | 0.00 | 0.00 | 0.0 | 100.0 | D70 | 0.00 | ||||
| #16 | 1.180 | 0.00 | 0.00 | 0.0 | 100.0 | D60 | 0.00 | ||||
| #30 | 0.600 | 0.00 | 0.00 | 0.0 | 100.0 | D50 | 0.00 | ||||
| #40 | 0.425 | 0.00 | 0.00 | 0.0 | 100.0 | D40 | 0.00 | ||||
| #50 | 0.300 | 0.00 | 0.00 | 0.0 | 100.0 | D30 | 0.00 | ||||
| #100 | 0.150 | 0.00 | 0.00 | 0.0 | 100.0 | D20 | 0.00 | ||||
| #200 | 0.075 | 15.68 | 15.68 | 15.68 | 5.6 | 94.4 | D15 | 0.00 | |||
| Pan | ----- | 0.00 | 15.68 | D10 | 0.00 | ||||||
| Total fines < #200 (g) | 265.4 | Acceptance Check (must be 1.003>x>0.997)=(F25/F11) | 1.000 | 0 | D5 | 0.00 | |||||
| Fineness Modulus | 0.06 |
&C&"Arial,Regular"&14SIEVE ANALYSIS DATA SHEET (ASTM C136 / C117)
# (2)
| 12.5 | 12.5 | 12.7 | 12.7 | 12.7 |
| 9.5 | 9.5 | 9.5 | 9.5 | 9.5 |
| 4.75 | 4.75 | 4.75 | 4.75 | 4.75 |
| 2.36 | 2.36 | 2.36 | 2.36 | 2.36 |
| 2 | 2 | 2 | 2 | 2 |
| 1.18 | 1.18 | 1.18 | 1.18 | 1.18 |
| 0.85 | 0.85 | 0.85 | 0.85 | 0.85 |
| 0.6 | 0.6 | 0.425 | 0.425 | 0.425 |
| 0.425 | 0.425 | |||
| 0.3 | 0.3 | |||
| 0.25 | 0.25 | |||
| 0.15 | 0.15 | |||
| 0.106 | 0.106 | |||
| 0.075 | 0.075 |
&R&8&F
TEST
Aquifer 1 Aquifer 2 Filter 1 Filter 2 Filter Sample
GRAIN SIZE IN MILLIMETERS
PERCENT PASSING BY WEIGHT
SIEVE ANALYSIS GRADATION CURVES
# (3)
| Project Name: | Island 8 Parcel 2 | Relief Well #: | 01-I8P2G-19 | ||||||||
| Location: | Fulton County, KY | ||||||||||
| Sample Description: | Lean Clay (CL) - Brown | Sample Depth: (ft) | 23.5 | ||||||||
| Date Received: | 12/31/99 | ||||||||||
| Date Tested: | 09/18/19 | ||||||||||
| Tested By: | EG | ||||||||||
| Before 200 Wash | After 200 Wash | For Government Use Only | |||||||||
| Wt. Tare (g) | 129.51 | Wt. Tare (g) | 0 | D85 (mm) | 0.00 | <---*NOTE: D85 is estimated linearly from a log graph & should be verified & changed if required. | Screen | ||||
| Wt. Tare + Dry soil (g) | 375.62 | Wt. Tare + Dry soil (g) | 10.88 | Screen/Riser | Riser | ||||||
| Original Wt. Dry Soil (g) | 246.11 | Washed Wt. Dry Soil (g) | 10.88 | Comments | ? | ||||||
| Sieve Size (U.S. Std.) | Sieve Opening (mm) | Wt. Sieve (g) | Wt. Sieve + Soil (g) | Individual Wt. Retained (g) | Cumulative Wt. Retained (g) | Cumulative % Retained (%) | Cumulative % Passing (%) | ||||
| D90 | 0.00 | ||||||||||
| 3/8' | 9.500 | 0.00 | 0.00 | 0.0 | 100.0 | D85 | 0.00 | ||||
| #4 | 4.750 | 0.00 | 0.00 | 0.0 | 100.0 | D80 | 0.00 | ||||
| #8 | 2.360 | 0.00 | 0.00 | 0.0 | 100.0 | D70 | 0.00 | ||||
| #16 | 1.180 | 0.00 | 0.00 | 0.0 | 100.0 | D60 | 0.00 | ||||
| #30 | 0.600 | 0.00 | 0.00 | 0.0 | 100.0 | D50 | 0.00 | ||||
| #40 | 0.425 | 0.00 | 0.00 | 0.0 | 100.0 | D40 | 0.00 | ||||
| #50 | 0.300 | 0.00 | 0.00 | 0.0 | 100.0 | D30 | 0.00 | ||||
| #100 | 0.150 | 0.00 | 0.00 | 0.0 | 100.0 | D20 | 0.00 | ||||
| #200 | 0.075 | 10.88 | 10.88 | 10.88 | 4.4 | 95.6 | D15 | 0.00 | |||
| Pan | ----- | 0.00 | 10.88 | D10 | 0.00 | ||||||
| Total fines < #200 (g) | 235.2 | Acceptance Check (must be 1.003>x>0.997)=(F25/F11) | 1.000 | 0 | D5 | 0.00 | |||||
| Fineness Modulus | 0.04 |
&C&"Arial,Regular"&14SIEVE ANALYSIS DATA SHEET (ASTM C136 / C117)
# (3)
| 12.5 | 12.5 | 12.7 | 12.7 | 12.7 |
| 9.5 | 9.5 | 9.5 | 9.5 | 9.5 |
| 4.75 | 4.75 | 4.75 | 4.75 | 4.75 |
| 2.36 | 2.36 | 2.36 | 2.36 | 2.36 |
| 2 | 2 | 2 | 2 | 2 |
| 1.18 | 1.18 | 1.18 | 1.18 | 1.18 |
| 0.85 | 0.85 | 0.85 | 0.85 | 0.85 |
| 0.6 | 0.6 | 0.425 | 0.425 | 0.425 |
| 0.425 | 0.425 | |||
| 0.3 | 0.3 | |||
| 0.25 | 0.25 | |||
| 0.15 | 0.15 | |||
| 0.106 | 0.106 | |||
| 0.075 | 0.075 |
&R&8&F
TEST
Aquifer 1 Aquifer 2 Filter 1 Filter 2 Filter Sample
GRAIN SIZE IN MILLIMETERS
PERCENT PASSING BY WEIGHT
SIEVE ANALYSIS GRADATION CURVES
# (4)
| Project Name: | Island 8 Parcel 2 | Relief Well #: | 01-I8P2G-19 | ||||||||
| Location: | Fulton County, KY | ||||||||||
| Sample Description: | Lean Clay (CL) - Grey/Brown, Poorly Graded Sand Pockets | Sample Depth: (ft) | 26 | ||||||||
| Date Received: | 12/31/99 | ||||||||||
| Date Tested: | 09/18/19 | ||||||||||
| Tested By: | EG | ||||||||||
| Before 200 Wash | After 200 Wash | For Government Use Only | |||||||||
| Wt. Tare (g) | 127.51 | Wt. Tare (g) | 0 | D85 (mm) | 0.13 | <---*NOTE: D85 is estimated linearly from a log graph & should be verified & changed if required. | Screen | ||||
| Wt. Tare + Dry soil (g) | 473.97 | Wt. Tare + Dry soil (g) | 167.65 | Screen/Riser | Riser | ||||||
| Original Wt. Dry Soil (g) | 346.46 | Washed Wt. Dry Soil (g) | 167.65 | Comments | ? | ||||||
| Sieve Size (U.S. Std.) | Sieve Opening (mm) | Wt. Sieve (g) | Wt. Sieve + Soil (g) | Individual Wt. Retained (g) | Cumulative Wt. Retained (g) | Cumulative % Retained (%) | Cumulative % Passing (%) | ||||
| D90 | 0.13 | ||||||||||
| 3/8' | 9.500 | 0.00 | 0.00 | 0.0 | 100.0 | D85 | 0.13 | ||||
| #4 | 4.750 | 0.00 | 0.00 | 0.0 | 100.0 | D80 | 0.12 | ||||
| #8 | 2.360 | 0.00 | 0.00 | 0.0 | 100.0 | D70 | 0.10 | ||||
| #16 | 1.180 | 0.00 | 0.00 | 0.0 | 100.0 | D60 | 0.09 | ||||
| #30 | 0.600 | 0.00 | 0.00 | 0.0 | 100.0 | D50 | 0.00 | ||||
| #40 | 0.425 | 0.00 | 0.00 | 0.0 | 100.0 | D40 | 0.00 | ||||
| #50 | 0.300 | 0.00 | 0.00 | 0.0 | 100.0 | D30 | 0.00 | ||||
| #100 | 0.150 | 0.00 | 0.00 | 0.0 | 100.0 | D20 | 0.00 | ||||
| #200 | 0.075 | 167.65 | 167.65 | 167.65 | 48.4 | 51.6 | D15 | 0.00 | |||
| Pan | ----- | 0.00 | 167.65 | D10 | 0.00 | ||||||
| Total fines < #200 (g) | 178.8 | Acceptance Check (must be 1.003>x>0.997)=(F25/F11) | 1.000 | 0 | D5 | 0.00 | |||||
| Fineness Modulus | 0.48 |
&C&"Arial,Regular"&14SIEVE ANALYSIS DATA SHEET (ASTM C136 / C117)
# (4)
| 12.5 | 12.5 | 12.7 | 12.7 | 12.7 |
| 9.5 | 9.5 | 9.5 | 9.5 | 9.5 |
| 4.75 | 4.75 | 4.75 | 4.75 | 4.75 |
| 2.36 | 2.36 | 2.36 | 2.36 | 2.36 |
| 2 | 2 | 2 | 2 | 2 |
| 1.18 | 1.18 | 1.18 | 1.18 | 1.18 |
| 0.85 | 0.85 | 0.85 | 0.85 | 0.85 |
| 0.6 | 0.6 | 0.425 | 0.425 | 0.425 |
| 0.425 | 0.425 | |||
| 0.3 | 0.3 | |||
| 0.25 | 0.25 | |||
| 0.15 | 0.15 | |||
| 0.106 | 0.106 | |||
| 0.075 | 0.075 |
&R&8&F
TEST
Aquifer 1 Aquifer 2 Filter 1 Filter 2 Filter Sample
GRAIN SIZE IN MILLIMETERS
PERCENT PASSING BY WEIGHT
SIEVE ANALYSIS GRADATION CURVES
# (5)
| Project Name: | Island 8 Parcel 2 | Relief Well #: | 01-I8P2G-19 | ||||||||
| Location: | Fulton County, KY | ||||||||||
| Sample Description: | Poorly Graded Sand (SP) - Brown, Saturated | Sample Depth: (ft) | 28.5 | ||||||||
| Date Received: | 12/31/99 | ||||||||||
| Date Tested: | 09/18/19 | ||||||||||
| Tested By: | EG | ||||||||||
| Before 200 Wash | After 200 Wash | For Government Use Only | |||||||||
| Wt. Tare (g) | 177.04 | Wt. Tare (g) | 177.04 | D85 (mm) | 0.26 | <---*NOTE: D85 is estimated linearly from a log graph & should be verified & changed if required. | Screen | ||||
| Wt. Tare + Dry soil (g) | 469.88 | Wt. Tare + Dry soil (g) | 441.31 | Screen/Riser | Riser | ||||||
| Original Wt. Dry Soil (g) | 292.84 | Washed Wt. Dry Soil (g) | 264.27 | Comments | ? | ||||||
| Sieve Size (U.S. Std.) | Sieve Opening (mm) | Wt. Sieve (g) | Wt. Sieve + Soil (g) | Individual Wt. Retained (g) | Cumulative Wt. Retained (g) | Cumulative % Retained (%) | Cumulative % Passing (%) | ||||
| D90 | 0.27 | ||||||||||
| 3/8' | 9.500 | 0.00 | 0.00 | 0.00 | 0.0 | 100.0 | D85 | 0.26 | |||
| #4 | 4.750 | 0.00 | 0.00 | 0.00 | 0.0 | 100.0 | D80 | 0.24 | |||
| #8 | 2.360 | 0.00 | 0.00 | 0.00 | 0.0 | 100.0 | D70 | 0.22 | |||
| #16 | 1.180 | 0.00 | 0.00 | 0.00 | 0.0 | 100.0 | D60 | 0.19 | |||
| #30 | 0.600 | 0.04 | 0.04 | 0.04 | 0.0 | 100.0 | D50 | 0.16 | |||
| #40 | 0.425 | 0.04 | 0.04 | 0.08 | 0.0 | 100.0 | D40 | 0.14 | |||
| #50 | 0.300 | 0.03 | 0.03 | 0.11 | 0.0 | 100.0 | D30 | 0.12 | |||
| #100 | 0.150 | 156.77 | 156.77 | 156.88 | 53.6 | 46.4 | D20 | 0.09 | |||
| #200 | 0.075 | 103.47 | 103.47 | 260.35 | 88.9 | 11.1 | D15 | 0.08 | |||
| Pan | ----- | 4.17 | 4.17 | 264.52 | D10 | 0.00 | |||||
| Total fines < #200 (g) | 32.7 | Acceptance Check (must be 1.003>x>0.997)=(F25/F11) | 1.001 | 0 | D5 | 0.00 | |||||
| Fineness Modulus | 1.43 |
&C&"Arial,Regular"&14SIEVE ANALYSIS DATA SHEET (ASTM C136 / C117)
# (5)
| 12.5 | 12.5 | 12.7 | 12.7 | 12.7 |
| 9.5 | 9.5 | 9.5 | 9.5 | 9.5 |
| 4.75 | 4.75 | 4.75 | 4.75 | 4.75 |
| 2.36 | 2.36 | 2.36 | 2.36 | 2.36 |
| 2 | 2 | 2 | 2 | 2 |
| 1.18 | 1.18 | 1.18 | 1.18 | 1.18 |
| 0.85 | 0.85 | 0.85 | 0.85 | 0.85 |
| 0.6 | 0.6 | 0.425 | 0.425 | 0.425 |
| 0.425 | 0.425 | |||
| 0.3 | 0.3 | |||
| 0.25 | 0.25 | |||
| 0.15 | 0.15 | |||
| 0.106 | 0.106 | |||
| 0.075 | 0.075 |
&R&8&F
TEST
Aquifer 1 Aquifer 2 Filter 1 Filter 2 Filter Sample
GRAIN SIZE IN MILLIMETERS
PERCENT PASSING BY WEIGHT
SIEVE ANALYSIS GRADATION CURVES
# (6)
| Project Name: | Island 8 Parcel 2 | Relief Well #: | 01-I8P2G-19 | ||||||||
| Location: | Fulton County, KY | ||||||||||
| Sample Description: | Lean Clay (CL) - Grey, Poorly Graded Sand Pockets | Sample Depth: (ft) | 31 | ||||||||
| Date Received: | 12/31/99 | ||||||||||
| Date Tested: | 09/18/19 | ||||||||||
| Tested By: | EG | ||||||||||
| Before 200 Wash | After 200 Wash | For Government Use Only | |||||||||
| Wt. Tare (g) | 129.77 | Wt. Tare (g) | 0 | D85 (mm) | 0.13 | <---*NOTE: D85 is estimated linearly from a log graph & should be verified & changed if required. | Screen | ||||
| Wt. Tare + Dry soil (g) | 448 | Wt. Tare + Dry soil (g) | 171.99 | Screen/Riser | Riser | ||||||
| Original Wt. Dry Soil (g) | 318.23 | Washed Wt. Dry Soil (g) | 171.99 | Comments | ? | ||||||
| Sieve Size (U.S. Std.) | Sieve Opening (mm) | Wt. Sieve (g) | Wt. Sieve + Soil (g) | Individual Wt. Retained (g) | Cumulative Wt. Retained (g) | Cumulative % Retained (%) | Cumulative % Passing (%) | ||||
| D90 | 0.14 | ||||||||||
| 3/8' | 9.500 | 0.00 | 0.00 | 0.0 | 100.0 | D85 | 0.13 | ||||
| #4 | 4.750 | 0.00 | 0.00 | 0.0 | 100.0 | D80 | 0.12 | ||||
| #8 | 2.360 | 0.00 | 0.00 | 0.0 | 100.0 | D70 | 0.11 | ||||
| #16 | 1.180 | 0.00 | 0.00 | 0.0 | 100.0 | D60 | 0.09 | ||||
| #30 | 0.600 | 0.00 | 0.00 | 0.0 | 100.0 | D50 | 0.08 | ||||
| #40 | 0.425 | 0.00 | 0.00 | 0.0 | 100.0 | D40 | 0.00 | ||||
| #50 | 0.300 | 0.00 | 0.00 | 0.0 | 100.0 | D30 | 0.00 | ||||
| #100 | 0.150 | 0.00 | 0.00 | 0.0 | 100.0 | D20 | 0.00 | ||||
| #200 | 0.075 | 171.99 | 171.99 | 171.99 | 54.0 | 46.0 | D15 | 0.00 | |||
| Pan | ----- | 0.00 | 171.99 | D10 | 0.00 | ||||||
| Total fines < #200 (g) | 146.2 | Acceptance Check (must be 1.003>x>0.997)=(F25/F11) | 1.000 | 0 | D5 | 0.00 | |||||
| Fineness Modulus | 0.54 |
&C&"Arial,Regular"&14SIEVE ANALYSIS DATA SHEET (ASTM C136 / C117)
# (6)
| 12.5 | 12.5 | 12.7 | 12.7 | 12.7 |
| 9.5 | 9.5 | 9.5 | 9.5 | 9.5 |
| 4.75 | 4.75 | 4.75 | 4.75 | 4.75 |
| 2.36 | 2.36 | 2.36 | 2.36 | 2.36 |
| 2 | 2 | 2 | 2 | 2 |
| 1.18 | 1.18 | 1.18 | 1.18 | 1.18 |
| 0.85 | 0.85 | 0.85 | 0.85 | 0.85 |
| 0.6 | 0.6 | 0.425 | 0.425 | 0.425 |
| 0.425 | 0.425 | |||
| 0.3 | 0.3 | |||
| 0.25 | 0.25 | |||
| 0.15 | 0.15 | |||
| 0.106 | 0.106 | |||
| 0.075 | 0.075 |
&R&8&F
TEST
Aquifer 1 Aquifer 2 Filter 1 Filter 2 Filter Sample
GRAIN SIZE IN MILLIMETERS
PERCENT PASSING BY WEIGHT
SIEVE ANALYSIS GRADATION CURVES
# (7)
| Project Name: | Island 8 Parcel 2 | Relief Well #: | 01-I8P2G-19 | ||||||||
| Location: | Fulton County, KY | ||||||||||
| Sample Description: | Poorly Graded Sand (SP) - Brown, Wet | Sample Depth: (ft) | 33.5 | ||||||||
| Date Received: | 12/31/99 | ||||||||||
| Date Tested: | 09/18/19 | ||||||||||
| Tested By: | EG | ||||||||||
| Before 200 Wash | After 200 Wash | For Government Use Only | |||||||||
| Wt. Tare (g) | 177.91 | Wt. Tare (g) | 177.91 | D85 (mm) | 0.27 | <---*NOTE: D85 is estimated linearly from a log graph & should be verified & changed if required. | Screen | ||||
| Wt. Tare + Dry soil (g) | 477.03 | Wt. Tare + Dry soil (g) | 468.2 | Screen/Riser | Riser | ||||||
| Original Wt. Dry Soil (g) | 299.12 | Washed Wt. Dry Soil (g) | 290.29 | Comments | ? | ||||||
| Sieve Size (U.S. Std.) | Sieve Opening (mm) | Wt. Sieve (g) | Wt. Sieve + Soil (g) | Individual Wt. Retained (g) | Cumulative Wt. Retained (g) | Cumulative % Retained (%) | Cumulative % Passing (%) | ||||
| D90 | 0.28 | ||||||||||
| 3/8' | 9.500 | 0.00 | 0.00 | 0.00 | 0.0 | 100.0 | D85 | 0.27 | |||
| #4 | 4.750 | 0.00 | 0.00 | 0.00 | 0.0 | 100.0 | D80 | 0.26 | |||
| #8 | 2.360 | 0.00 | 0.00 | 0.00 | 0.0 | 100.0 | D70 | 0.24 | |||
| #16 | 1.180 | 0.01 | 0.01 | 0.01 | 0.0 | 100.0 | D60 | 0.21 | |||
| #30 | 0.600 | 0.10 | 0.10 | 0.11 | 0.0 | 100.0 | D50 | 0.19 | |||
| #40 | 0.425 | 0.02 | 0.02 | 0.13 | 0.0 | 100.0 | D40 | 0.17 | |||
| #50 | 0.300 | 0.05 | 0.05 | 0.18 | 0.1 | 99.9 | D30 | 0.15 | |||
| #100 | 0.150 | 208.13 | 208.13 | 208.31 | 69.6 | 30.4 | D20 | 0.12 | |||
| #200 | 0.075 | 81.77 | 81.77 | 290.08 | 97.0 | 3.0 | D15 | 0.11 | |||
| Pan | ----- | 0.52 | 0.52 | 290.60 | D10 | 0.09 | |||||
| Total fines < #200 (g) | 9.4 | Acceptance Check (must be 1.003>x>0.997)=(F25/F11) | 1.001 | 0 | D5 | 0.08 | |||||
| Fineness Modulus | 1.67 |
&C&"Arial,Regular"&14SIEVE ANALYSIS DATA SHEET (ASTM C136 / C117)
# (7)
| 12.5 | 12.5 | 12.7 | 12.7 | 12.7 |
| 9.5 | 9.5 | 9.5 | 9.5 | 9.5 |
| 4.75 | 4.75 | 4.75 | 4.75 | 4.75 |
| 2.36 | 2.36 | 2.36 | 2.36 | 2.36 |
| 2 | 2 | 2 | 2 | 2 |
| 1.18 | 1.18 | 1.18 | 1.18 | 1.18 |
| 0.85 | 0.85 | 0.85 | 0.85 | 0.85 |
| 0.6 | 0.6 | 0.425 | 0.425 | 0.425 |
| 0.425 | 0.425 | |||
| 0.3 | 0.3 | |||
| 0.25 | 0.25 | |||
| 0.15 | 0.15 | |||
| 0.106 | 0.106 | |||
| 0.075 | 0.075 |
&R&8&F
TEST
Aquifer 1 Aquifer 2 Filter 1 Filter 2 Filter Sample
GRAIN SIZE IN MILLIMETERS
PERCENT PASSING BY WEIGHT
SIEVE ANALYSIS GRADATION CURVES
# (8)
| Project Name: | Island 8 Parcel 2 | Relief Well #: | 01-I8P2G-19 | ||||||||
| Location: | Fulton County, KY | ||||||||||
| Sample Description: | Poorly Graded Sand (SP) - Grey/Brown, Saturated, Silty Sand Pockets | Sample Depth: (ft) | 36 | ||||||||
| Date Received: | 12/31/99 | ||||||||||
| Date Tested: | 09/18/19 | ||||||||||
| Tested By: | AT | ||||||||||
| Before 200 Wash | After 200 Wash | For Government Use Only | |||||||||
| Wt. Tare (g) | 172.25 | Wt. Tare (g) | 172.25 | D85 (mm) | 0.24 | <---*NOTE: D85 is estimated linearly from a log graph & should be verified & changed if required. | Screen | ||||
| Wt. Tare + Dry soil (g) | 469.71 | Wt. Tare + Dry soil (g) | 390.74 | Screen/Riser | Riser | ||||||
| Original Wt. Dry Soil (g) | 297.46 | Washed Wt. Dry Soil (g) | 218.49 | Comments | ? | ||||||
| Sieve Size (U.S. Std.) | Sieve Opening (mm) | Wt. Sieve (g) | Wt. Sieve + Soil (g) | Individual Wt. Retained (g) | Cumulative Wt. Retained (g) | Cumulative % Retained (%) | Cumulative % Passing (%) | ||||
| D90 | 0.26 | ||||||||||
| 3/8' | 9.500 | 0.00 | 0.00 | 0.00 | 0.0 | 100.0 | D85 | 0.24 | |||
| #4 | 4.750 | 0.00 | 0.00 | 0.00 | 0.0 | 100.0 | D80 | 0.22 | |||
| #8 | 2.360 | 0.00 | 0.00 | 0.00 | 0.0 | 100.0 | D70 | 0.18 | |||
| #16 | 1.180 | 0.10 | 0.10 | 0.10 | 0.0 | 100.0 | D60 | 0.15 | |||
| #30 | 0.600 | 0.41 | 0.41 | 0.51 | 0.2 | 99.8 | D50 | 0.12 | |||
| #40 | 0.425 | 0.23 | 0.23 | 0.74 | 0.2 | 99.8 | D40 | 0.10 | |||
| #50 | 0.300 | 0.20 | 0.20 | 0.94 | 0.3 | 99.7 | D30 | 0.08 | |||
| #100 | 0.150 | 113.29 | 113.29 | 114.23 | 38.4 | 61.6 | D20 | 0.00 | |||
| #200 | 0.075 | 101.99 | 101.99 | 216.22 | 72.7 | 27.3 | D15 | 0.00 | |||
| Pan | ----- | 1.98 | 1.98 | 218.20 | D10 | 0.00 | |||||
| Total fines < #200 (g) | 81.0 | Acceptance Check (must be 1.003>x>0.997)=(F25/F11) | 0.999 | 0 | D5 | 0.00 | |||||
| Fineness Modulus | 1.12 |
&C&"Arial,Regular"&14SIEVE ANALYSIS DATA SHEET (ASTM C136 / C117)
# (8)
| 12.5 | 12.5 | 12.7 | 12.7 | 12.7 |
| 9.5 | 9.5 | 9.5 | 9.5 | 9.5 |
| 4.75 | 4.75 | 4.75 | 4.75 | 4.75 |
| 2.36 | 2.36 | 2.36 | 2.36 | 2.36 |
| 2 | 2 | 2 | 2 | 2 |
| 1.18 | 1.18 | 1.18 | 1.18 | 1.18 |
| 0.85 | 0.85 | 0.85 | 0.85 | 0.85 |
| 0.6 | 0.6 | 0.425 | 0.425 | 0.425 |
| 0.425 | 0.425 | |||
| 0.3 | 0.3 | |||
| 0.25 | 0.25 | |||
| 0.15 | 0.15 | |||
| 0.106 | 0.106 | |||
| 0.075 | 0.075 |
&R&8&F
TEST
Aquifer 1 Aquifer 2 Filter 1 Filter 2 Filter Sample
GRAIN SIZE IN MILLIMETERS
PERCENT PASSING BY WEIGHT
SIEVE ANALYSIS GRADATION CURVES
# (9)
| Project Name: | Island 8 Parcel 2 | Relief Well #: | 01-I8P2G-19 | ||||||||
| Location: | Fulton County, KY | ||||||||||
| Sample Description: | Poorly Graded Sand (SP) - Gray/Brown, Saturated, Trace Silty Sand | Sample Depth: (ft) | 38.5 | ||||||||
| Date Received: | 12/31/99 | ||||||||||
| Date Tested: | 09/19/19 | ||||||||||
| Tested By: | EG | ||||||||||
| Before 200 Wash | After 200 Wash | For Government Use Only | |||||||||
| Wt. Tare (g) | 156.06 | Wt. Tare (g) | 156.06 | D85 (mm) | 0.25 | <---*NOTE: D85 is estimated linearly from a log graph & should be verified & changed if required. | Screen | ||||
| Wt. Tare + Dry soil (g) | 441.44 | Wt. Tare + Dry soil (g) | 424 | Screen/Riser | Riser | ||||||
| Original Wt. Dry Soil (g) | 285.38 | Washed Wt. Dry Soil (g) | 267.94 | Comments | ? | ||||||
| Sieve Size (U.S. Std.) | Sieve Opening (mm) | Wt. Sieve (g) | Wt. Sieve + Soil (g) | Individual Wt. Retained (g) | Cumulative Wt. Retained (g) | Cumulative % Retained (%) | Cumulative % Passing (%) | ||||
| D90 | 0.27 | ||||||||||
| 3/8' | 9.500 | 0.00 | 0.00 | 0.00 | 0.0 | 100.0 | D85 | 0.25 | |||
| #4 | 4.750 | 0.00 | 0.00 | 0.00 | 0.0 | 100.0 | D80 | 0.23 | |||
| #8 | 2.360 | 0.00 | 0.00 | 0.00 | 0.0 | 100.0 | D70 | 0.20 | |||
| #16 | 1.180 | 0.00 | 0.00 | 0.00 | 0.0 | 100.0 | D60 | 0.17 | |||
| #30 | 0.600 | 0.01 | 0.01 | 0.01 | 0.0 | 100.0 | D50 | 0.14 | |||
| #40 | 0.425 | 0.02 | 0.02 | 0.03 | 0.0 | 100.0 | D40 | 0.13 | |||
| #50 | 0.300 | 0.01 | 0.01 | 0.04 | 0.0 | 100.0 | D30 | 0.11 | |||
| #100 | 0.150 | 126.81 | 126.81 | 126.85 | 44.4 | 55.6 | D20 | 0.09 | |||
| #200 | 0.075 | 137.66 | 137.66 | 264.51 | 92.7 | 7.3 | D15 | 0.09 | |||
| Pan | ----- | 3.43 | 3.43 | 267.94 | D10 | 0.08 | |||||
| Total fines < #200 (g) | 20.9 | Acceptance Check (must be 1.003>x>0.997)=(F25/F11) | 1.000 | 0 | D5 | 0.00 | |||||
| Fineness Modulus | 1.37 |
&C&"Arial,Regular"&14SIEVE ANALYSIS DATA SHEET (ASTM C136 / C117)
# (9)
| 12.5 | 12.5 | 12.7 | 12.7 | 12.7 |
| 9.5 | 9.5 | 9.5 | 9.5 | 9.5 |
| 4.75 | 4.75 | 4.75 | 4.75 | 4.75 |
| 2.36 | 2.36 | 2.36 | 2.36 | 2.36 |
| 2 | 2 | 2 | 2 | 2 |
| 1.18 | 1.18 | 1.18 | 1.18 | 1.18 |
| 0.85 | 0.85 | 0.85 | 0.85 | 0.85 |
| 0.6 | 0.6 | 0.425 | 0.425 | 0.425 |
| 0.425 | 0.425 | |||
| 0.3 | 0.3 | |||
| 0.25 | 0.25 | |||
| 0.15 | 0.15 | |||
| 0.106 | 0.106 | |||
| 0.075 | 0.075 |
&R&8&F
TEST
Aquifer 1 Aquifer 2 Filter 1 Filter 2 Filter Sample
GRAIN SIZE IN MILLIMETERS
PERCENT PASSING BY WEIGHT
SIEVE ANALYSIS GRADATION CURVES
# (10)
| Project Name: | Island 8 Parcel 2 | Relief Well #: | 01-I8P2G-19 | ||||||||
| Location: | Fulton County, KY | ||||||||||
| Sample Description: | Poorly Graded Sand (SP) - Gray/Brown, Saturated, Trace Silty Sand | Sample Depth: (ft) | 41 | ||||||||
| Date Received: | 12/31/99 | ||||||||||
| Date Tested: | 09/18/19 | ||||||||||
| Tested By: | EG | ||||||||||
| Before 200 Wash | After 200 Wash | For Government Use Only | |||||||||
| Wt. Tare (g) | 128.13 | Wt. Tare (g) | 128.13 | D85 (mm) | 0.16 | <---*NOTE: D85 is estimated linearly from a log graph & should be verified & changed if required. | Screen | ||||
| Wt. Tare + Dry soil (g) | 427.92 | Wt. Tare + Dry soil (g) | 349.96 | Screen/Riser | Riser | ||||||
| Original Wt. Dry Soil (g) | 299.79 | Washed Wt. Dry Soil (g) | 221.83 | Comments | ? | ||||||
| Sieve Size (U.S. Std.) | Sieve Opening (mm) | Wt. Sieve (g) | Wt. Sieve + Soil (g) | Individual Wt. Retained (g) | Cumulative Wt. Retained (g) | Cumulative % Retained (%) | Cumulative % Passing (%) | ||||
| D90 | 0.21 | ||||||||||
| 3/8' | 9.500 | 0.00 | 0.00 | 0.00 | 0.0 | 100.0 | D85 | 0.16 | |||
| #4 | 4.750 | 0.00 | 0.00 | 0.00 | 0.0 | 100.0 | D80 | 0.14 | |||
| #8 | 2.360 | 0.06 | 0.06 | 0.06 | 0.0 | 100.0 | D70 | 0.13 | |||
| #16 | 1.180 | 0.12 | 0.12 | 0.18 | 0.1 | 99.9 | D60 | 0.12 | |||
| #30 | 0.600 | 0.12 | 0.12 | 0.30 | 0.1 | 99.9 | D50 | 0.10 | |||
| #40 | 0.425 | 0.24 | 0.24 | 0.54 | 0.2 | 99.8 | D40 | 0.09 | |||
| #50 | 0.300 | 0.23 | 0.23 | 0.77 | 0.3 | 99.7 | D30 | 0.08 | |||
| #100 | 0.150 | 47.18 | 47.18 | 47.95 | 16.0 | 84.0 | D20 | 0.00 | |||
| #200 | 0.075 | 162.25 | 162.25 | 210.20 | 70.1 | 29.9 | D15 | 0.00 | |||
| Pan | ----- | 11.77 | 11.77 | 221.97 | D10 | 0.00 | |||||
| Total fines < #200 (g) | 89.7 | Acceptance Check (must be 1.003>x>0.997)=(F25/F11) | 1.001 | 0 | D5 | 0.00 | |||||
| Fineness Modulus | 0.87 |
&C&"Arial,Regular"&14SIEVE ANALYSIS DATA SHEET (ASTM C136 / C117)
# (10)
| 12.5 | 12.5 | 12.7 | 12.7 | 12.7 |
| 9.5 | 9.5 | 9.5 | 9.5 | 9.5 |
| 4.75 | 4.75 | 4.75 | 4.75 | 4.75 |
| 2.36 | 2.36 | 2.36 | 2.36 | 2.36 |
| 2 | 2 | 2 | 2 | 2 |
| 1.18 | 1.18 | 1.18 | 1.18 | 1.18 |
| 0.85 | 0.85 | 0.85 | 0.85 | 0.85 |
| 0.6 | 0.6 | 0.425 | 0.425 | 0.425 |
| 0.425 | 0.425 | |||
| 0.3 | 0.3 | |||
| 0.25 | 0.25 | |||
| 0.15 | 0.15 | |||
| 0.106 | 0.106 | |||
| 0.075 | 0.075 |
&R&8&F
TEST
Aquifer 1 Aquifer 2 Filter 1 Filter 2 Filter Sample
GRAIN SIZE IN MILLIMETERS
PERCENT PASSING BY WEIGHT
SIEVE ANALYSIS GRADATION CURVES
# (11)
| Project Name: | Island 8 Parcel 2 | Relief Well #: | 01-I8P2G-19 | ||||||||
| Location: | Fulton County, KY | ||||||||||
| Sample Description: | Poorly Graded Sand (SP) - Gray/Brown, Saturated, Trace Silty Sand | Sample Depth: (ft) | 43.5 | ||||||||
| Date Received: | 12/31/99 | ||||||||||
| Date Tested: | 09/18/19 | ||||||||||
| Tested By: | EG | ||||||||||
| Before 200 Wash | After 200 Wash | For Government Use Only | |||||||||
| Wt. Tare (g) | 127.88 | Wt. Tare (g) | 127.88 | D85 (mm) | 0.13 | <---*NOTE: D85 is estimated linearly from a log graph & should be verified & changed if required. | Screen | ||||
| Wt. Tare + Dry soil (g) | 456.97 | Wt. Tare + Dry soil (g) | 314.58 | Screen/Riser | Riser | ||||||
| Original Wt. Dry Soil (g) | 329.09 | Washed Wt. Dry Soil (g) | 186.7 | Comments | ? | ||||||
| Sieve Size (U.S. Std.) | Sieve Opening (mm) | Wt. Sieve (g) | Wt. Sieve + Soil (g) | Individual Wt. Retained (g) | Cumulative Wt. Retained (g) | Cumulative % Retained (%) | Cumulative % Passing (%) | ||||
| D90 | 0.14 | ||||||||||
| 3/8' | 9.500 | 0.00 | 0.00 | 0.00 | 0.0 | 100.0 | D85 | 0.13 | |||
| #4 | 4.750 | 0.00 | 0.00 | 0.00 | 0.0 | 100.0 | D80 | 0.12 | |||
| #8 | 2.360 | 0.00 | 0.00 | 0.00 | 0.0 | 100.0 | D70 | 0.10 | |||
| #16 | 1.180 | 0.05 | 0.05 | 0.05 | 0.0 | 100.0 | D60 | 0.08 | |||
| #30 | 0.600 | 0.24 | 0.24 | 0.29 | 0.1 | 99.9 | D50 | 0.00 | |||
| #40 | 0.425 | 0.23 | 0.23 | 0.52 | 0.2 | 99.8 | D40 | 0.00 | |||
| #50 | 0.300 | 0.48 | 0.48 | 1.00 | 0.3 | 99.7 | D30 | 0.00 | |||
| #100 | 0.150 | 11.11 | 11.11 | 12.11 | 3.7 | 96.3 | D20 | 0.00 | |||
| #200 | 0.075 | 130.40 | 130.40 | 142.51 | 43.3 | 56.7 | D15 | 0.00 | |||
| Pan | ----- | 44.35 | 44.35 | 186.86 | D10 | 0.00 | |||||
| Total fines < #200 (g) | 186.7 | Acceptance Check (must be 1.003>x>0.997)=(F25/F11) | 1.001 | 0 | D5 | 0.00 | |||||
| Fineness Modulus | 0.48 |
&C&"Arial,Regular"&14SIEVE ANALYSIS DATA SHEET (ASTM C136 / C117)
# (11)
| 12.5 | 12.5 | 12.7 | 12.7 | 12.7 |
| 9.5 | 9.5 | 9.5 | 9.5 | 9.5 |
| 4.75 | 4.75 | 4.75 | 4.75 | 4.75 |
| 2.36 | 2.36 | 2.36 | 2.36 | 2.36 |
| 2 | 2 | 2 | 2 | 2 |
| 1.18 | 1.18 | 1.18 | 1.18 | 1.18 |
| 0.85 | 0.85 | 0.85 | 0.85 | 0.85 |
| 0.6 | 0.6 | 0.425 | 0.425 | 0.425 |
| 0.425 | 0.425 | |||
| 0.3 | 0.3 | |||
| 0.25 | 0.25 | |||
| 0.15 | 0.15 | |||
| 0.106 | 0.106 | |||
| 0.075 | 0.075 |
&R&8&F
TEST
Aquifer 1 Aquifer 2 Filter 1 Filter 2 Filter Sample
GRAIN SIZE IN MILLIMETERS
PERCENT PASSING BY WEIGHT
SIEVE ANALYSIS GRADATION CURVES
# (12)
| Project Name: | Island 8 Parcel 2 | Relief Well #: | 01-I8P2G-19 | ||||||||
| Location: | Fulton County, KY | ||||||||||
| Sample Description: | Poorly Graded Sand (SP) - Gray/Brown, Saturated | Sample Depth: (ft) | 46 | ||||||||
| Date Received: | 12/31/99 | ||||||||||
| Date Tested: | 09/18/19 | ||||||||||
| Tested By: | AT | ||||||||||
| Before 200 Wash | After 200 Wash | For Government Use Only | |||||||||
| Wt. Tare (g) | 124.7 | Wt. Tare (g) | 124.7 | D85 (mm) | 0.15 | <---*NOTE: D85 is estimated linearly from a log graph & should be verified & changed if required. | Screen | ||||
| Wt. Tare + Dry soil (g) | 427.11 | Wt. Tare + Dry soil (g) | 402.32 | Screen/Riser | Riser | ||||||
| Original Wt. Dry Soil (g) | 302.41 | Washed Wt. Dry Soil (g) | 277.62 | Comments | ? | ||||||
| Sieve Size (U.S. Std.) | Sieve Opening (mm) | Wt. Sieve (g) | Wt. Sieve + Soil (g) | Individual Wt. Retained (g) | Cumulative Wt. Retained (g) | Cumulative % Retained (%) | Cumulative % Passing (%) | ||||
| D90 | 0.18 | ||||||||||
| 3/8' | 9.500 | 0.00 | 0.00 | 0.00 | 0.0 | 100.0 | D85 | 0.15 | |||
| #4 | 4.750 | 0.00 | 0.00 | 0.00 | 0.0 | 100.0 | D80 | 0.14 | |||
| #8 | 2.360 | 0.00 | 0.00 | 0.00 | 0.0 | 100.0 | D70 | 0.13 | |||
| #16 | 1.180 | 0.05 | 0.05 | 0.05 | 0.0 | 100.0 | D60 | 0.12 | |||
| #30 | 0.600 | 0.24 | 0.24 | 0.29 | 0.1 | 99.9 | D50 | 0.11 | |||
| #40 | 0.425 | 0.09 | 0.09 | 0.38 | 0.1 | 99.9 | D40 | 0.10 | |||
| #50 | 0.300 | 0.07 | 0.07 | 0.45 | 0.1 | 99.9 | D30 | 0.09 | |||
| #100 | 0.150 | 36.04 | 36.04 | 36.49 | 12.1 | 87.9 | D20 | 0.08 | |||
| #200 | 0.075 | 227.12 | 227.12 | 263.61 | 87.2 | 12.8 | D15 | 0.08 | |||
| Pan | ----- | 14.51 | 14.51 | 278.12 | D10 | 0.00 | |||||
| Total fines < #200 (g) | 39.3 | Acceptance Check (must be 1.003>x>0.997)=(F25/F11) | 1.002 | 0 | D5 | 0.00 | |||||
| Fineness Modulus | 1.00 |
&C&"Arial,Regular"&14SIEVE ANALYSIS DATA SHEET (ASTM C136 / C117)
# (12)
| 12.5 | 12.5 | 12.7 | 12.7 | 12.7 |
| 9.5 | 9.5 | 9.5 | 9.5 | 9.5 |
| 4.75 | 4.75 | 4.75 | 4.75 | 4.75 |
| 2.36 | 2.36 | 2.36 | 2.36 | 2.36 |
| 2 | 2 | 2 | 2 | 2 |
| 1.18 | 1.18 | 1.18 | 1.18 | 1.18 |
| 0.85 | 0.85 | 0.85 | 0.85 | 0.85 |
| 0.6 | 0.6 | 0.425 | 0.425 | 0.425 |
| 0.425 | 0.425 | |||
| 0.3 | 0.3 | |||
| 0.25 | 0.25 | |||
| 0.15 | 0.15 | |||
| 0.106 | 0.106 | |||
| 0.075 | 0.075 |
&R&8&F
TEST
Aquifer 1 Aquifer 2 Filter 1 Filter 2 Filter Sample
GRAIN SIZE IN MILLIMETERS
PERCENT PASSING BY WEIGHT
SIEVE ANALYSIS GRADATION CURVES
# (13)
| Project Name: | Island 8 Parcel 2 | Relief Well #: | 01-I8P2G-19 | ||||||||
| Location: | Fulton County, KY | ||||||||||
| Sample Description: | Silty Sand (SM) - Brown, Wet | Sample Depth: (ft) | 48.5 | ||||||||
| Date Received: | 12/31/99 | ||||||||||
| Date Tested: | 09/24/19 | ||||||||||
| Tested By: | AT | ||||||||||
| Before 200 Wash | After 200 Wash | For Government Use Only | |||||||||
| Wt. Tare (g) | 240.21 | Wt. Tare (g) | 240.21 | D85 (mm) | 0.21 | <---*NOTE: D85 is estimated linearly from a log graph & should be verified & changed if required. | Screen | ||||
| Wt. Tare + Dry soil (g) | 520.35 | Wt. Tare + Dry soil (g) | 480.41 | Screen/Riser | Riser | ||||||
| Original Wt. Dry Soil (g) | 280.14 | Washed Wt. Dry Soil (g) | 240.2 | Comments | ? | ||||||
| Sieve Size (U.S. Std.) | Sieve Opening (mm) | Wt. Sieve (g) | Wt. Sieve + Soil (g) | Individual Wt. Retained (g) | Cumulative Wt. Retained (g) | Cumulative % Retained (%) | Cumulative % Passing (%) | ||||
| D90 | 0.27 | ||||||||||
| 3/8' | 9.500 | 0.00 | 0.00 | 0.00 | 0.0 | 100.0 | D85 | 0.21 | |||
| #4 | 4.750 | 0.78 | 0.78 | 0.78 | 0.3 | 99.7 | D80 | 0.15 | |||
| #8 | 2.360 | 0.51 | 0.51 | 1.29 | 0.5 | 99.5 | D70 | 0.14 | |||
| #16 | 1.180 | 1.00 | 1.00 | 2.29 | 0.8 | 99.2 | D60 | 0.12 | |||
| #30 | 0.600 | 3.33 | 3.33 | 5.62 | 2.0 | 98.0 | D50 | 0.11 | |||
| #40 | 0.425 | 4.72 | 4.72 | 10.34 | 3.7 | 96.3 | D40 | 0.10 | |||
| #50 | 0.300 | 9.65 | 9.65 | 19.99 | 7.1 | 92.9 | D30 | 0.09 | |||
| #100 | 0.150 | 37.23 | 37.23 | 57.22 | 20.4 | 79.6 | D20 | 0.00 | |||
| #200 | 0.075 | 160.35 | 160.35 | 217.57 | 77.7 | 22.3 | D15 | 0.00 | |||
| Pan | ----- | 22.83 | 22.83 | 240.40 | D10 | 0.00 | |||||
| Total fines < #200 (g) | 62.8 | Acceptance Check (must be 1.003>x>0.997)=(F25/F11) | 1.001 | 0 | D5 | 0.00 | |||||
| Fineness Modulus | 1.12 |
&C&"Arial,Regular"&14SIEVE ANALYSIS DATA SHEET (ASTM C136 / C117)
# (13)
| 12.5 | 12.5 | 12.7 | 12.7 | 12.7 |
| 9.5 | 9.5 | 9.5 | 9.5 | 9.5 |
| 4.75 | 4.75 | 4.75 | 4.75 | 4.75 |
| 2.36 | 2.36 | 2.36 | 2.36 | 2.36 |
| 2 | 2 | 2 | 2 | 2 |
| 1.18 | 1.18 | 1.18 | 1.18 | 1.18 |
| 0.85 | 0.85 | 0.85 | 0.85 | 0.85 |
| 0.6 | 0.6 | 0.425 | 0.425 | 0.425 |
| 0.425 | 0.425 | |||
| 0.3 | 0.3 | |||
| 0.25 | 0.25 | |||
| 0.15 | 0.15 | |||
| 0.106 | 0.106 | |||
| 0.075 | 0.075 |
&R&8&F
TEST
Aquifer 1 Aquifer 2 Filter 1 Filter 2 Filter Sample
GRAIN SIZE IN MILLIMETERS
PERCENT PASSING BY WEIGHT
SIEVE ANALYSIS GRADATION CURVES
# (14)
| Project Name: | Island 8 Parcel 2 | Relief Well #: | 01-I8P2G-19 | ||||||||
| Location: | Fulton County, KY | ||||||||||
| Sample Description: | Poorly Graded Sand (SP) - Brown, Saturated | Sample Depth: (ft) | 51 | ||||||||
| Date Received: | 12/31/99 | ||||||||||
| Date Tested: | 09/24/19 | ||||||||||
| Tested By: | AT | ||||||||||
| Before 200 Wash | After 200 Wash | For Government Use Only | |||||||||
| Wt. Tare (g) | 506.53 | Wt. Tare (g) | 506.53 | D85 (mm) | 1.34 | <---*NOTE: D85 is estimated linearly from a log graph & should be verified & changed if required. | Screen | ||||
| Wt. Tare + Dry soil (g) | 913.24 | Wt. Tare + Dry soil (g) | 899.68 | Screen/Riser | Riser | ||||||
| Original Wt. Dry Soil (g) | 406.71 | Washed Wt. Dry Soil (g) | 393.15 | Comments | ? | ||||||
| Sieve Size (U.S. Std.) | Sieve Opening (mm) | Wt. Sieve (g) | Wt. Sieve + Soil (g) | Individual Wt. Retained (g) | Cumulative Wt. Retained (g) | Cumulative % Retained (%) | Cumulative % Passing (%) | ||||
| D90 | 2.05 | ||||||||||
| 3/8' | 9.500 | 4.43 | 4.43 | 4.43 | 1.1 | 98.9 | D85 | 1.34 | |||
| #4 | 4.750 | 7.80 | 7.80 | 12.23 | 3.0 | 97.0 | D80 | 1.09 | |||
| #8 | 2.360 | 19.76 | 19.76 | 31.99 | 7.9 | 92.1 | D70 | 0.88 | |||
| #16 | 1.180 | 33.46 | 33.46 | 65.45 | 16.1 | 83.9 | D60 | 0.66 | |||
| #30 | 0.600 | 107.70 | 107.70 | 173.15 | 42.6 | 57.4 | D50 | 0.53 | |||
| #40 | 0.425 | 73.66 | 73.66 | 246.81 | 60.7 | 39.3 | D40 | 0.43 | |||
| #50 | 0.300 | 84.83 | 84.83 | 331.64 | 81.5 | 18.5 | D30 | 0.37 | |||
| #100 | 0.150 | 44.06 | 44.06 | 375.70 | 92.4 | 7.6 | D20 | 0.31 | |||
| #200 | 0.075 | 15.23 | 15.23 | 390.93 | 96.1 | 3.9 | D15 | 0.25 | |||
| Pan | ----- | 2.17 | 2.17 | 393.10 | D10 | 0.18 | |||||
| Total fines < #200 (g) | 15.7 | Acceptance Check (must be 1.003>x>0.997)=(F25/F11) | 1.000 | 0 | D5 | 0.10 | |||||
| Fineness Modulus | 4.01 |
&C&"Arial,Regular"&14SIEVE ANALYSIS DATA SHEET (ASTM C136 / C117)
# (14)
| 12.5 | 12.5 | 12.7 | 12.7 | 12.7 |
| 9.5 | 9.5 | 9.5 | 9.5 | 9.5 |
| 4.75 | 4.75 | 4.75 | 4.75 | 4.75 |
| 2.36 | 2.36 | 2.36 | 2.36 | 2.36 |
| 2 | 2 | 2 | 2 | 2 |
| 1.18 | 1.18 | 1.18 | 1.18 | 1.18 |
| 0.85 | 0.85 | 0.85 | 0.85 | 0.85 |
| 0.6 | 0.6 | 0.425 | 0.425 | 0.425 |
| 0.425 | 0.425 | |||
| 0.3 | 0.3 | |||
| 0.25 | 0.25 | |||
| 0.15 | 0.15 | |||
| 0.106 | 0.106 | |||
| 0.075 | 0.075 |
&R&8&F
TEST
Aquifer 1 Aquifer 2 Filter 1 Filter 2 Filter Sample
GRAIN SIZE IN MILLIMETERS
PERCENT PASSING BY WEIGHT
SIEVE ANALYSIS GRADATION CURVES
# (15)
| Project Name: | Island 8 Parcel 2 | Relief Well #: | 01-I8P2G-19 | ||||||||
| Location: | Fulton County, KY | ||||||||||
| Sample Description: | Poorly Graded Sand (SP) - Brown, Saturated | Sample Depth: (ft) | 53.5 | ||||||||
| Date Received: | 12/31/99 | ||||||||||
| Date Tested: | 09/24/19 | ||||||||||
| Tested By: | AT | ||||||||||
| Before 200 Wash | After 200 Wash | For Government Use Only | |||||||||
| Wt. Tare (g) | 516.12 | Wt. Tare (g) | 516.12 | D85 (mm) | 2.69 | <---*NOTE: D85 is estimated linearly from a log graph & should be verified & changed if required. | Screen | ||||
| Wt. Tare + Dry soil (g) | 987.17 | Wt. Tare + Dry soil (g) | 971.12 | Screen/Riser | Riser | ||||||
| Original Wt. Dry Soil (g) | 471.05 | Washed Wt. Dry Soil (g) | 455 | Comments | ? | ||||||
| Sieve Size (U.S. Std.) | Sieve Opening (mm) | Wt. Sieve (g) | Wt. Sieve + Soil (g) | Individual Wt. Retained (g) | Cumulative Wt. Retained (g) | Cumulative % Retained (%) | Cumulative % Passing (%) | ||||
| D90 | 4.29 | ||||||||||
| 3/8' | 9.500 | 8.65 | 8.65 | 8.65 | 1.8 | 98.2 | D85 | 2.69 | |||
| #4 | 4.750 | 31.67 | 31.67 | 40.32 | 8.6 | 91.4 | D80 | 1.89 | |||
| #8 | 2.360 | 35.28 | 35.28 | 75.60 | 16.0 | 84.0 | D70 | 1.11 | |||
| #16 | 1.180 | 46.46 | 46.46 | 122.06 | 25.9 | 74.1 | D60 | 0.92 | |||
| #30 | 0.600 | 150.52 | 150.52 | 272.58 | 57.9 | 42.1 | D50 | 0.74 | |||
| #40 | 0.425 | 86.68 | 86.68 | 359.26 | 76.3 | 23.7 | D40 | 0.58 | |||
| #50 | 0.300 | 35.99 | 35.99 | 395.25 | 83.9 | 16.1 | D30 | 0.48 | |||
| #100 | 0.150 | 44.35 | 44.35 | 439.60 | 93.3 | 6.7 | D20 | 0.36 | |||
| #200 | 0.075 | 13.79 | 13.79 | 453.39 | 96.3 | 3.7 | D15 | 0.28 | |||
| Pan | ----- | 1.61 | 1.61 | 455.00 | D10 | 0.20 | |||||
| Total fines < #200 (g) | 17.7 | Acceptance Check (must be 1.003>x>0.997)=(F25/F11) | 1.000 | 0 | D5 | 0.11 | |||||
| Fineness Modulus | 4.60 |
&C&"Arial,Regular"&14SIEVE ANALYSIS DATA SHEET (ASTM C136 / C117)
# (15)
| 12.5 | 12.5 | 12.7 | 12.7 | 12.7 |
| 9.5 | 9.5 | 9.5 | 9.5 | 9.5 |
| 4.75 | 4.75 | 4.75 | 4.75 | 4.75 |
| 2.36 | 2.36 | 2.36 | 2.36 | 2.36 |
| 2 | 2 | 2 | 2 | 2 |
| 1.18 | 1.18 | 1.18 | 1.18 | 1.18 |
| 0.85 | 0.85 | 0.85 | 0.85 | 0.85 |
| 0.6 | 0.6 | 0.425 | 0.425 | 0.425 |
| 0.425 | 0.425 | |||
| 0.3 | 0.3 | |||
| 0.25 | 0.25 | |||
| 0.15 | 0.15 | |||
| 0.106 | 0.106 | |||
| 0.075 | 0.075 |
&R&8&F
TEST
Aquifer 1 Aquifer 2 Filter 1 Filter 2 Filter Sample
GRAIN SIZE IN MILLIMETERS
PERCENT PASSING BY WEIGHT
SIEVE ANALYSIS GRADATION CURVES
# (16)
| Project Name: | Island 8 Parcel 2 | Relief Well #: | 01-I8P2G-19 | ||||||||
| Location: | Fulton County, KY | ||||||||||
| Sample Description: | Poorly Graded Sand (SP) - Brown, Saturated | Sample Depth: (ft) | 56 | ||||||||
| Date Received: | 12/31/99 | ||||||||||
| Date Tested: | 09/24/19 | ||||||||||
| Tested By: | AT | ||||||||||
| Before 200 Wash | After 200 Wash | For Government Use Only | |||||||||
| Wt. Tare (g) | 172.31 | Wt. Tare (g) | 172.31 | D85 (mm) | 2.05 | <---*NOTE: D85 is estimated linearly from a log graph & should be verified & changed if required. | Screen | ||||
| Wt. Tare + Dry soil (g) | 610.61 | Wt. Tare + Dry soil (g) | 594.51 | Screen/Riser | Riser | ||||||
| Original Wt. Dry Soil (g) | 438.3 | Washed Wt. Dry Soil (g) | 422.2 | Comments | ? | ||||||
| Sieve Size (U.S. Std.) | Sieve Opening (mm) | Wt. Sieve (g) | Wt. Sieve + Soil (g) | Individual Wt. Retained (g) | Cumulative Wt. Retained (g) | Cumulative % Retained (%) | Cumulative % Passing (%) | ||||
| D90 | 3.74 | ||||||||||
| 3/8' | 9.500 | 11.08 | 11.08 | 11.08 | 2.5 | 97.5 | D85 | 2.05 | |||
| #4 | 4.750 | 23.45 | 23.45 | 34.53 | 7.9 | 92.1 | D80 | 1.32 | |||
| #8 | 2.360 | 21.96 | 21.96 | 56.49 | 12.9 | 87.1 | D70 | 1.01 | |||
| #16 | 1.180 | 35.21 | 35.21 | 91.70 | 20.9 | 79.1 | D60 | 0.83 | |||
| #30 | 0.600 | 138.39 | 138.39 | 230.09 | 52.5 | 47.5 | D50 | 0.65 | |||
| #40 | 0.425 | 102.71 | 102.71 | 332.80 | 75.9 | 24.1 | D40 | 0.54 | |||
| #50 | 0.300 | 49.49 | 49.49 | 382.29 | 87.2 | 12.8 | D30 | 0.47 | |||
| #100 | 0.150 | 27.71 | 27.71 | 410.00 | 93.5 | 6.5 | D20 | 0.38 | |||
| #200 | 0.075 | 10.85 | 10.85 | 420.85 | 96.0 | 4.0 | D15 | 0.32 | |||
| Pan | ----- | 1.15 | 1.15 | 422.00 | D10 | 0.23 | |||||
| Total fines < #200 (g) | 17.3 | Acceptance Check (must be 1.003>x>0.997)=(F25/F11) | 1.000 | 0 | D5 | 0.11 | |||||
| Fineness Modulus | 4.49 |
&C&"Arial,Regular"&14SIEVE ANALYSIS DATA SHEET (ASTM C136 / C117)
# (16)
| 12.5 | 12.5 | 12.7 | 12.7 | 12.7 |
| 9.5 | 9.5 | 9.5 | 9.5 | 9.5 |
| 4.75 | 4.75 | 4.75 | 4.75 | 4.75 |
| 2.36 | 2.36 | 2.36 | 2.36 | 2.36 |
| 2 | 2 | 2 | 2 | 2 |
| 1.18 | 1.18 | 1.18 | 1.18 | 1.18 |
| 0.85 | 0.85 | 0.85 | 0.85 | 0.85 |
| 0.6 | 0.6 | 0.425 | 0.425 | 0.425 |
| 0.425 | 0.425 | |||
| 0.3 | 0.3 | |||
| 0.25 | 0.25 | |||
| 0.15 | 0.15 | |||
| 0.106 | 0.106 | |||
| 0.075 | 0.075 |
&R&8&F
TEST
Aquifer 1 Aquifer 2 Filter 1 Filter 2 Filter Sample
GRAIN SIZE IN MILLIMETERS
PERCENT PASSING BY WEIGHT
SIEVE ANALYSIS GRADATION CURVES
# (17)
| Project Name: | Island 8 Parcel 2 | Relief Well #: | 01-I8P2G-19 | ||||||||
| Location: | Fulton County, KY | ||||||||||
| Sample Description: | Poorly Graded Sand (SP) - Brown, Saturated | Sample Depth: (ft) | 58.5 | ||||||||
| Date Received: | 12/31/99 | ||||||||||
| Date Tested: | 09/24/19 | ||||||||||
| Tested By: | AT | ||||||||||
| Before 200 Wash | After 200 Wash | For Government Use Only | |||||||||
| Wt. Tare (g) | 176.6 | Wt. Tare (g) | 176.6 | D85 (mm) | 1.08 | <---*NOTE: D85 is estimated linearly from a log graph & should be verified & changed if required. | Screen | ||||
| Wt. Tare + Dry soil (g) | 689.83 | Wt. Tare + Dry soil (g) | 668.45 | Screen/Riser | Riser | ||||||
| Original Wt. Dry Soil (g) | 513.23 | Washed Wt. Dry Soil (g) | 491.85 | Comments | ? | ||||||
| Sieve Size (U.S. Std.) | Sieve Opening (mm) | Wt. Sieve (g) | Wt. Sieve + Soil (g) | Individual Wt. Retained (g) | Cumulative Wt. Retained (g) | Cumulative % Retained (%) | Cumulative % Passing (%) | ||||
| D90 | 1.89 | ||||||||||
| 3/8' | 9.500 | 11.58 | 11.58 | 11.58 | 2.3 | 97.7 | D85 | 1.08 | |||
| #4 | 4.750 | 10.17 | 10.17 | 21.75 | 4.2 | 95.8 | D80 | 0.89 | |||
| #8 | 2.360 | 21.91 | 21.91 | 43.66 | 8.5 | 91.5 | D70 | 0.58 | |||
| #16 | 1.180 | 19.30 | 19.30 | 62.96 | 12.3 | 87.7 | D60 | 0.51 | |||
| #30 | 0.600 | 78.13 | 78.13 | 141.09 | 27.5 | 72.5 | D50 | 0.44 | |||
| #40 | 0.425 | 129.21 | 129.21 | 270.30 | 52.7 | 47.3 | D40 | 0.40 | |||
| #50 | 0.300 | 157.83 | 157.83 | 428.13 | 83.4 | 16.6 | D30 | 0.35 | |||
| #100 | 0.150 | 46.89 | 46.89 | 475.02 | 92.6 | 7.4 | D20 | 0.31 | |||
| #200 | 0.075 | 15.16 | 15.16 | 490.18 | 95.5 | 4.5 | D15 | 0.27 | |||
| Pan | ----- | 1.56 | 1.56 | 491.74 | D10 | 0.19 | |||||
| Total fines < #200 (g) | 22.9 | Acceptance Check (must be 1.003>x>0.997)=(F25/F11) | 1.000 | 0 | D5 | 0.09 | |||||
| Fineness Modulus | 3.79 |
&C&"Arial,Regular"&14SIEVE ANALYSIS DATA SHEET (ASTM C136 / C117)
# (17)
| 12.5 | 12.5 | 12.7 | 12.7 | 12.7 |
| 9.5 | 9.5 | 9.5 | 9.5 | 9.5 |
| 4.75 | 4.75 | 4.75 | 4.75 | 4.75 |
| 2.36 | 2.36 | 2.36 | 2.36 | 2.36 |
| 2 | 2 | 2 | 2 | 2 |
| 1.18 | 1.18 | 1.18 | 1.18 | 1.18 |
| 0.85 | 0.85 | 0.85 | 0.85 | 0.85 |
| 0.6 | 0.6 | 0.425 | 0.425 | 0.425 |
| 0.425 | 0.425 | |||
| 0.3 | 0.3 | |||
| 0.25 | 0.25 | |||
| 0.15 | 0.15 | |||
| 0.106 | 0.106 | |||
| 0.075 | 0.075 |
&R&8&F
TEST
Aquifer 1 Aquifer 2 Filter 1 Filter 2 Filter Sample
SIEVE ANALYSIS GRADATION CURVES
# (18)
| Project Name: | Island 8 Parcel 2 | Relief Well #: | 01-I8P2G-19 | ||||||||
| Location: | Fulton County, KY | ||||||||||
| Sample Description: | Poorly Graded Sand (SP) - Brown, Saturated | Sample Depth: (ft) | 63.5 | ||||||||
| Date Received: | 12/31/99 | ||||||||||
| Date Tested: | 09/24/19 | ||||||||||
| Tested By: | AT | ||||||||||
| Before 200 Wash | After 200 Wash | For Government Use Only | |||||||||
| Wt. Tare (g) | 177.72 | Wt. Tare (g) | 177.72 | D85 (mm) | 4.57 | <---*NOTE: D85 is estimated linearly from a log graph & should be verified & changed if required. | Screen | ||||
| Wt. Tare + Dry soil (g) | 662.68 | Wt. Tare + Dry soil (g) | 644.06 | Screen/Riser | Riser | ||||||
| Original Wt. Dry Soil (g) | 484.96 | Washed Wt. Dry Soil (g) | 466.34 | Comments | ? | ||||||
| Sieve Size (U.S. Std.) | Sieve Opening (mm) | Wt. Sieve (g) | Wt. Sieve + Soil (g) | Individual Wt. Retained (g) | Cumulative Wt. Retained (g) | Cumulative % Retained (%) | Cumulative % Passing (%) | ||||
| D90 | 6.47 | ||||||||||
| 3/8' | 9.500 | 14.04 | 14.04 | 14.04 | 2.9 | 97.1 | D85 | 4.57 | |||
| #4 | 4.750 | 53.99 | 53.99 | 68.03 | 14.0 | 86.0 | D80 | 3.66 | |||
| #8 | 2.360 | 63.47 | 63.47 | 131.50 | 27.1 | 72.9 | D70 | 2.13 | |||
| #16 | 1.180 | 73.25 | 73.25 | 204.75 | 42.2 | 57.8 | D60 | 1.35 | |||
| #30 | 0.600 | 126.58 | 126.58 | 331.33 | 68.3 | 31.7 | D50 | 1.01 | |||
| #40 | 0.425 | 54.03 | 54.03 | 385.36 | 79.5 | 20.5 | D40 | 0.78 | |||
| #50 | 0.300 | 28.78 | 28.78 | 414.14 | 85.4 | 14.6 | D30 | 0.57 | |||
| #100 | 0.150 | 35.21 | 35.21 | 449.35 | 92.7 | 7.3 | D20 | 0.41 | |||
| #200 | 0.075 | 15.25 | 15.25 | 464.60 | 95.8 | 4.2 | D15 | 0.31 | |||
| Pan | ----- | 1.73 | 1.73 | 466.33 | D10 | 0.20 | |||||
| Total fines < #200 (g) | 20.4 | Acceptance Check (must be 1.003>x>0.997)=(F25/F11) | 1.000 | 0 | D5 | 0.09 | |||||
| Fineness Modulus | 5.08 |
&C&"Arial,Regular"&14SIEVE ANALYSIS DATA SHEET (ASTM C136 / C117)
# (18)
| 12.5 | 12.5 | 12.7 | 12.7 | 12.7 |
| 9.5 | 9.5 | 9.5 | 9.5 | 9.5 |
| 4.75 | 4.75 | 4.75 | 4.75 | 4.75 |
| 2.36 | 2.36 | 2.36 | 2.36 | 2.36 |
| 2 | 2 | 2 | 2 | 2 |
| 1.18 | 1.18 | 1.18 | 1.18 | 1.18 |
| 0.85 | 0.85 | 0.85 | 0.85 | 0.85 |
| 0.6 | 0.6 | 0.425 | 0.425 | 0.425 |
| 0.425 | 0.425 | |||
| 0.3 | 0.3 | |||
| 0.25 | 0.25 | |||
| 0.15 | 0.15 | |||
| 0.106 | 0.106 | |||
| 0.075 | 0.075 |
&R&8&F
TEST
Aquifer 1 Aquifer 2 Filter 1 Filter 2 Filter Sample
SIEVE ANALYSIS GRADATION CURVES
# (19)
| Project Name: | Island 8 Parcel 2 | Relief Well #: | 01-I8P2G-19 | ||||||||
| Location: | Fulton County, KY | ||||||||||
| Sample Description: | Poorly Graded Sand (SP) - Brown | Sample Depth: (ft) | 68.5 | ||||||||
| Date Received: | 12/31/99 | ||||||||||
| Date Tested: | 09/24/19 | ||||||||||
| Tested By: | AT | ||||||||||
| Before 200 Wash | After 200 Wash | For Government Use Only | |||||||||
| Wt. Tare (g) | 124.93 | Wt. Tare (g) | 124.93 | D85 (mm) | 4.31 | <---*NOTE: D85 is estimated linearly from a log graph & should be verified & changed if required. | Screen | ||||
| Wt. Tare + Dry soil (g) | 734.37 | Wt. Tare + Dry soil (g) | 711.38 | Screen/Riser | Riser | ||||||
| Original Wt. Dry Soil (g) | 609.44 | Washed Wt. Dry Soil (g) | 586.45 | Comments | ? | ||||||
| Sieve Size (U.S. Std.) | Sieve Opening (mm) | Wt. Sieve (g) | Wt. Sieve + Soil (g) | Individual Wt. Retained (g) | Cumulative Wt. Retained (g) | Cumulative % Retained (%) | Cumulative % Passing (%) | ||||
| D90 | 5.88 | ||||||||||
| 3/8' | 9.500 | 16.74 | 16.74 | 16.74 | 2.7 | 97.3 | D85 | 4.31 | |||
| #4 | 4.750 | 57.93 | 57.93 | 74.67 | 12.3 | 87.7 | D80 | 3.50 | |||
| #8 | 2.360 | 90.31 | 90.31 | 164.98 | 27.1 | 72.9 | D70 | 2.13 | |||
| #16 | 1.180 | 93.08 | 93.08 | 258.06 | 42.3 | 57.7 | D60 | 1.36 | |||
| #30 | 0.600 | 169.52 | 169.52 | 427.58 | 70.2 | 29.8 | D50 | 1.02 | |||
| #40 | 0.425 | 71.52 | 71.52 | 499.10 | 81.9 | 18.1 | D40 | 0.81 | |||
| #50 | 0.300 | 36.93 | 36.93 | 536.03 | 88.0 | 12.0 | D30 | 0.60 | |||
| #100 | 0.150 | 30.82 | 30.82 | 566.85 | 93.0 | 7.0 | D20 | 0.45 | |||
| #200 | 0.075 | 16.14 | 16.14 | 582.99 | 95.7 | 4.3 | D15 | 0.36 | |||
| Pan | ----- | 3.42 | 3.42 | 586.41 | D10 | 0.24 | |||||
| Total fines < #200 (g) | 26.4 | Acceptance Check (must be 1.003>x>0.997)=(F25/F11) | 1.000 | 0 | D5 | 0.09 | |||||
| Fineness Modulus | 5.13 |
&C&"Arial,Regular"&14SIEVE ANALYSIS DATA SHEET (ASTM C136 / C117)
# (19)
| 12.5 | 12.5 | 12.7 | 12.7 | 12.7 |
| 9.5 | 9.5 | 9.5 | 9.5 | 9.5 |
| 4.75 | 4.75 | 4.75 | 4.75 | 4.75 |
| 2.36 | 2.36 | 2.36 | 2.36 | 2.36 |
| 2 | 2 | 2 | 2 | 2 |
| 1.18 | 1.18 | 1.18 | 1.18 | 1.18 |
| 0.85 | 0.85 | 0.85 | 0.85 | 0.85 |
| 0.6 | 0.6 | 0.425 | 0.425 | 0.425 |
| 0.425 | 0.425 | |||
| 0.3 | 0.3 | |||
| 0.25 | 0.25 | |||
| 0.15 | 0.15 | |||
| 0.106 | 0.106 | |||
| 0.075 | 0.075 |
&R&8&F
TEST
Aquifer 1 Aquifer 2 Filter 1 Filter 2 Filter Sample
SIEVE ANALYSIS GRADATION CURVES
# (20)
| Project Name: | Island 8 Parcel 2 | Relief Well #: | 01-I8P2G-19 | ||||||||
| Location: | Fulton County, KY | ||||||||||
| Sample Description: | Lean Clay (CL) - Grey | Sample Depth: (ft) | 73.5 | ||||||||
| Date Received: | 12/31/99 | ||||||||||
| Date Tested: | 09/23/19 | ||||||||||
| Tested By: | EG | ||||||||||
| Before 200 Wash | After 200 Wash | For Government Use Only | |||||||||
| Wt. Tare (g) | 130.18 | Wt. Tare (g) | 0 | D85 (mm) | 0.13 | <---*NOTE: D85 is estimated linearly from a log graph & should be verified & changed if required. | Screen | ||||
| Wt. Tare + Dry soil (g) | 380.18 | Wt. Tare + Dry soil (g) | 137.11 | Screen/Riser | Riser | ||||||
| Original Wt. Dry Soil (g) | 250 | Washed Wt. Dry Soil (g) | 137.11 | Comments | ? | ||||||
| Sieve Size (U.S. Std.) | Sieve Opening (mm) | Wt. Sieve (g) | Wt. Sieve + Soil (g) | Individual Wt. Retained (g) | Cumulative Wt. Retained (g) | Cumulative % Retained (%) | Cumulative % Passing (%) | ||||
| D90 | 0.14 | ||||||||||
| 3/8' | 9.500 | 0.00 | 0.00 | 0.0 | 100.0 | D85 | 0.13 | ||||
| #4 | 4.750 | 0.00 | 0.00 | 0.0 | 100.0 | D80 | 0.12 | ||||
| #8 | 2.360 | 0.00 | 0.00 | 0.0 | 100.0 | D70 | 0.11 | ||||
| #16 | 1.180 | 0.00 | 0.00 | 0.0 | 100.0 | D60 | 0.10 | ||||
| #30 | 0.600 | 0.00 | 0.00 | 0.0 | 100.0 | D50 | 0.08 | ||||
| #40 | 0.425 | 0.00 | 0.00 | 0.0 | 100.0 | D40 | 0.00 | ||||
| #50 | 0.300 | 0.00 | 0.00 | 0.0 | 100.0 | D30 | 0.00 | ||||
| #100 | 0.150 | 0.00 | 0.00 | 0.0 | 100.0 | D20 | 0.00 | ||||
| #200 | 0.075 | 137.11 | 137.11 | 137.11 | 54.8 | 45.2 | D15 | 0.00 | |||
| Pan | ----- | 0.00 | 137.11 | D10 | 0.00 | ||||||
| Total fines < #200 (g) | 112.9 | Acceptance Check (must be 1.003>x>0.997)=(F25/F11) | 1.000 | 0 | D5 | 0.00 | |||||
| Fineness Modulus | 0.55 |
&C&"Arial,Regular"&14SIEVE ANALYSIS DATA SHEET (ASTM C136 / C117)
# (20)
| 12.5 | 12.5 | 12.7 | 12.7 | 12.7 |
| 9.5 | 9.5 | 9.5 | 9.5 | 9.5 |
| 4.75 | 4.75 | 4.75 | 4.75 | 4.75 |
| 2.36 | 2.36 | 2.36 | 2.36 | 2.36 |
| 2 | 2 | 2 | 2 | 2 |
| 1.18 | 1.18 | 1.18 | 1.18 | 1.18 |
| 0.85 | 0.85 | 0.85 | 0.85 | 0.85 |
| 0.6 | 0.6 | 0.425 | 0.425 | 0.425 |
| 0.425 | 0.425 | |||
| 0.3 | 0.3 | |||
| 0.25 | 0.25 | |||
| 0.15 | 0.15 | |||
| 0.106 | 0.106 | |||
| 0.075 | 0.075 |
&R&8&F
TEST
Aquifer 1 Aquifer 2 Filter 1 Filter 2 Filter Sample
GRAIN SIZE IN MILLIMETERS
PERCENT PASSING BY WEIGHT
SIEVE ANALYSIS GRADATION CURVES
# (21)
| Project Name: | Island 8 Parcel 2 | Relief Well #: | 01-I8P2G-19 | ||||||||
| Location: | Fulton County, KY | ||||||||||
| Sample Description: | Lean Clay (CL) - Grey | Sample Depth: (ft) | 78.5 | ||||||||
| Date Received: | 12/31/99 | ||||||||||
| Date Tested: | 03/23/19 | ||||||||||
| Tested By: | EG | ||||||||||
| Before 200 Wash | After 200 Wash | For Government Use Only | |||||||||
| Wt. Tare (g) | 124.69 | Wt. Tare (g) | 0 | D85 (mm) | 0.12 | <---*NOTE: D85 is estimated linearly from a log graph & should be verified & changed if required. | Screen | ||||
| Wt. Tare + Dry soil (g) | 374.29 | Wt. Tare + Dry soil (g) | 92.17 | Screen/Riser | Riser | ||||||
| Original Wt. Dry Soil (g) | 249.6 | Washed Wt. Dry Soil (g) | 92.17 | Comments | ? | ||||||
| Sieve Size (U.S. Std.) | Sieve Opening (mm) | Wt. Sieve (g) | Wt. Sieve + Soil (g) | Individual Wt. Retained (g) | Cumulative Wt. Retained (g) | Cumulative % Retained (%) | Cumulative % Passing (%) | ||||
| D90 | 0.13 | ||||||||||
| 3/8' | 9.500 | 0.00 | 0.00 | 0.0 | 100.0 | D85 | 0.12 | ||||
| #4 | 4.750 | 0.00 | 0.00 | 0.0 | 100.0 | D80 | 0.11 | ||||
| #8 | 2.360 | 0.00 | 0.00 | 0.0 | 100.0 | D70 | 0.09 | ||||
| #16 | 1.180 | 0.00 | 0.00 | 0.0 | 100.0 | D60 | 0.00 | ||||
| #30 | 0.600 | 0.00 | 0.00 | 0.0 | 100.0 | D50 | 0.00 | ||||
| #40 | 0.425 | 0.00 | 0.00 | 0.0 | 100.0 | D40 | 0.00 | ||||
| #50 | 0.300 | 0.00 | 0.00 | 0.0 | 100.0 | D30 | 0.00 | ||||
| #100 | 0.150 | 0.00 | 0.00 | 0.0 | 100.0 | D20 | 0.00 | ||||
| #200 | 0.075 | 92.17 | 92.17 | 92.17 | 36.9 | 63.1 | D15 | 0.00 | |||
| Pan | ----- | 0.00 | 92.17 | D10 | 0.00 | ||||||
| Total fines < #200 (g) | 157.4 | Acceptance Check (must be 1.003>x>0.997)=(F25/F11) | 1.000 | 0 | D5 | 0.00 | |||||
| Fineness Modulus | 0.37 |
&C&"Arial,Regular"&14SIEVE ANALYSIS DATA SHEET (ASTM C136 / C117)
# (21)
| 12.5 | 12.5 | 12.7 | 12.7 | 12.7 |
| 9.5 | 9.5 | 9.5 | 9.5 | 9.5 |
| 4.75 | 4.75 | 4.75 | 4.75 | 4.75 |
| 2.36 | 2.36 | 2.36 | 2.36 | 2.36 |
| 2 | 2 | 2 | 2 | 2 |
| 1.18 | 1.18 | 1.18 | 1.18 | 1.18 |
| 0.85 | 0.85 | 0.85 | 0.85 | 0.85 |
| 0.6 | 0.6 | 0.425 | 0.425 | 0.425 |
| 0.425 | 0.425 | |||
| 0.3 | 0.3 | |||
| 0.25 | 0.25 | |||
| 0.15 | 0.15 | |||
| 0.106 | 0.106 | |||
| 0.075 | 0.075 |
&R&8&F
TEST
Aquifer 1 Aquifer 2 Filter 1 Filter 2 Filter Sample
GRAIN SIZE IN MILLIMETERS
PERCENT PASSING BY WEIGHT
SIEVE ANALYSIS GRADATION CURVES
# (22)
| Project Name: | Island 8 Parcel 2 | Relief Well #: | 01-I8P2G-19 | ||||||||
| Location: | Fulton County, KY | ||||||||||
| Sample Description: | Lean Clay (CL) - Grey | Sample Depth: (ft) | 83.5 | ||||||||
| Date Received: | 12/31/99 | ||||||||||
| Date Tested: | 09/23/19 | ||||||||||
| Tested By: | EG | ||||||||||
| Before 200 Wash | After 200 Wash | For Government Use Only | |||||||||
| Wt. Tare (g) | 155.1 | Wt. Tare (g) | 0 | D85 (mm) | 0.11 | <---*NOTE: D85 is estimated linearly from a log graph & should be verified & changed if required. | Screen | ||||
| Wt. Tare + Dry soil (g) | 448.86 | Wt. Tare + Dry soil (g) | 78.33 | Screen/Riser | Riser |
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