Pilot Hole Sieve Data_59-I8P2G-19.xls
XLS spreadsheet 3 MB Posted
- Attached to
- Island 8, Parcel 2 Seepage Remediation
- Solicitation number
- W912EQ21B0009
About this file
This document provides details for a federal contract solicitation to perform seepage remediation work on Island 8 Parcel 2 in Fulton County, Kentucky. The solicitation is for a small business set-aside and seeks bids for work including drilling 79 relief wells; installing 12,000 linear feet of subsurface drain pipe; modifying and constructing 1900 linear feet of drainage ditches; replacing culverts at five locations with associated rip-rap; and removing debris from a slough. The solicitation was issued by the Department of the Army Corps of Engineers Memphis District. Bids for the services are to be submitted following sealed bid procedures.
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SUMMARY
| Project: | Island 8 Parcel 2 | Riser (ft): | 31 | |||||||||||||||||||
| Location: | Fulton County, KY | Screen (ft): | 80 | |||||||||||||||||||
| Well #: | 59-I8P2G-19 | |||||||||||||||||||||
| Design By: | JBT | Checked by: | ||||||||||||||||||||
| Date: | 4/28/20 | Date: | ||||||||||||||||||||
| A. Ground Elevation | 301.11 | 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 | 282.6 | 281.1 | Poorly Graded Sand (SP) - Brown | 0.73 | 0.57 | 0.53 | 0.43 | 0.36 | 0.30 | 0.27 | 0.23 | 0.20 | 0.18 | 0.16 | 0.13 | 0.57 | 3 | RISER | Blue | Borderline | |
| 2 | 21 | 280.1 | 278.6 | Poorly Graded Sand (SP) - Brown, Lean Clay Lumps | 0.69 | 0.57 | 0.53 | 0.46 | 0.41 | 0.38 | 0.35 | 0.32 | 0.27 | 0.23 | 0.19 | 0.15 | 0.57 | 3 | Red | Fail | ||
| 3 | 24 | 277.6 | 276.1 | Poorly Graded Sand (SP) - Brown | 0.55 | 0.49 | 0.44 | 0.36 | 0.30 | 0.19 | 0.12 | 0.08 | 0.00 | 0.00 | 0.00 | 0.00 | 0.49 | 28 | El. 276.1 / 25 ft | Black | Pass | |
| 4 | 26 | 275.1 | 273.6 | Poorly Graded Sand (SP) - Brown | 0.56 | 0.53 | 0.50 | 0.43 | 0.38 | 0.34 | 0.29 | 0.23 | 0.18 | 0.15 | 0.11 | 0.08 | 0.53 | 5 | SCREEN | |||
| 5 | 29 | 272.6 | 271.1 | Poorly Graded Sand (SP) - Brown | 0.59 | 0.57 | 0.54 | 0.49 | 0.44 | 0.39 | 0.35 | 0.31 | 0.25 | 0.22 | 0.18 | 0.15 | 0.57 | 3 | ||||
| 6 | 31 | 270.1 | 268.6 | Poorly Graded Sand (SP) - Brown | 0.57 | 0.54 | 0.51 | 0.44 | 0.40 | 0.36 | 0.32 | 0.28 | 0.22 | 0.20 | 0.17 | 0.12 | 0.54 | 3 | ||||
| 7 | 34 | 267.6 | 266.1 | Poorly Graded Sand/Clayey Sand (SP-SC) - Brown | 0.44 | 0.41 | 0.39 | 0.35 | 0.31 | 0.27 | 0.24 | 0.21 | 0.18 | 0.16 | 0.13 | 0.00 | 0.41 | 8 | ||||
| 8 | 36 | 265.1 | 263.6 | Poorly Graded Sand (SP) - Brown | 0.54 | 0.50 | 0.46 | 0.41 | 0.38 | 0.35 | 0.32 | 0.29 | 0.23 | 0.21 | 0.18 | 0.15 | 0.50 | 3 | ||||
| 9 | 39 | 262.6 | 261.1 | Poorly Graded Sand (SP) - Brown | 0.56 | 0.52 | 0.48 | 0.41 | 0.38 | 0.35 | 0.31 | 0.27 | 0.22 | 0.20 | 0.17 | 0.15 | 0.52 | 3 | ||||
| 10 | 41 | 260.1 | 258.6 | Poorly Graded Sand (SP) - Brown | 0.56 | 0.51 | 0.46 | 0.40 | 0.37 | 0.33 | 0.30 | 0.26 | 0.21 | 0.19 | 0.17 | 0.14 | 0.51 | 3 | ||||
| 11 | 44 | 257.6 | 256.1 | Poorly Graded Sand (SP) - Brown | 0.60 | 0.58 | 0.56 | 0.52 | 0.48 | 0.44 | 0.39 | 0.34 | 0.28 | 0.23 | 0.18 | 0.11 | 0.58 | 3 | ||||
| 12 | 46 | 255.1 | 253.6 | Poorly Graded Sand (SP) - Brown | 0.58 | 0.56 | 0.54 | 0.50 | 0.45 | 0.41 | 0.37 | 0.33 | 0.27 | 0.23 | 0.18 | 0.13 | 0.56 | 3 | ||||
| 13 | 49 | 252.6 | 251.1 | Poorly Graded Sand (SP) - Brown | 0.57 | 0.54 | 0.51 | 0.45 | 0.39 | 0.34 | 0.29 | 0.24 | 0.20 | 0.17 | 0.15 | 0.10 | 0.54 | 3 | ||||
| 14 | 51 | 250.1 | 248.6 | Poorly Graded Sand (SP) - Brown | 0.87 | 0.71 | 0.59 | 0.54 | 0.49 | 0.44 | 0.39 | 0.34 | 0.29 | 0.24 | 0.19 | 0.14 | 0.71 | 3 | ||||
| 15 | 54 | 247.6 | 246.1 | Poorly Graded Sand (SP) - Brown, Wet, Possible Lean Clay With Sand | 0.74 | 0.58 | 0.52 | 0.41 | 0.30 | 0.25 | 0.20 | 0.15 | 0.11 | 0.09 | 0.00 | 0.00 | 0.58 | 11 | ||||
| 16 | 56 | 245.1 | 243.6 | Poorly Graded Sand (SP) - Brown | 0.66 | 0.58 | 0.55 | 0.50 | 0.44 | 0.38 | 0.31 | 0.26 | 0.21 | 0.19 | 0.16 | 0.11 | 0.58 | 3 | ||||
| 17 | 59 | 242.6 | 241.1 | Poorly Graded Sand (SP) - Brown | 0.59 | 0.57 | 0.55 | 0.52 | 0.49 | 0.45 | 0.42 | 0.37 | 0.33 | 0.31 | 0.23 | 0.14 | 0.57 | 3 | ||||
| 18 | 64 | 237.6 | 236.1 | Poorly Graded Sand (SP) - Brown | 0.42 | 0.41 | 0.39 | 0.36 | 0.33 | 0.30 | 0.27 | 0.23 | 0.20 | 0.18 | 0.16 | 0.11 | 0.41 | 4 | El. 236.1 / 40 ft | |||
| 19 | 69 | 232.6 | 231.1 | Poorly Graded Sand/Clayey Sand (SP-SC) - Brown | 0.30 | 0.29 | 0.28 | 0.26 | 0.25 | 0.23 | 0.21 | 0.19 | 0.17 | 0.16 | 0.15 | 0.10 | 0.29 | 4 | RISER | El. 230.1 / 6 ft | ||
| 20 | 74 | 227.6 | 226.1 | Poorly Graded Sand (SP) - Brown | 1.02 | 0.94 | 0.86 | 0.70 | 0.58 | 0.52 | 0.46 | 0.38 | 0.26 | 0.20 | 0.14 | 0.08 | 0.94 | 4 | SCREEN | |||
| 21 | 79 | 222.6 | 221.1 | Poorly Graded Sand (SP) - Brown | 0.73 | 0.58 | 0.54 | 0.45 | 0.36 | 0.29 | 0.25 | 0.20 | 0.16 | 0.13 | 0.10 | 0.00 | 0.58 | 6 | ||||
| 22 | 84 | 217.6 | 216.1 | Poorly Graded Sand (SP) - Brown | 2.28 | 2.05 | 1.83 | 1.37 | 1.10 | 0.96 | 0.81 | 0.67 | 0.48 | 0.34 | 0.23 | 0.12 | 2.05 | 3 | ||||
| 23 | 89 | 212.6 | 211.1 | Poorly Graded Sand (SP) - Brown | 5.17 | 3.83 | 2.73 | 1.72 | 1.12 | 0.93 | 0.75 | 0.57 | 0.41 | 0.31 | 0.21 | 0.09 | 3.83 | 4 | ||||
| 24 | 94 | 207.6 | 206.1 | Poorly Graded Sand (SP) - Brown | 3.59 | 2.51 | 2.14 | 1.63 | 1.16 | 0.99 | 0.82 | 0.66 | 0.45 | 0.34 | 0.24 | 0.13 | 2.51 | 4 | ||||
| 25 | 99 | 202.6 | 201.1 | Poorly Graded Sand (SP) - Brown | 5.62 | 4.33 | 3.67 | 2.36 | 1.90 | 1.44 | 1.07 | 0.82 | 0.57 | 0.42 | 0.28 | 0.14 | 4.33 | 3 | ||||
| 26 | 104 | 197.6 | 196.1 | Poorly Graded Sand (SP) - Brown, Large Lean Clay Lump | 10.18 | 5.99 | 3.39 | 1.50 | 1.04 | 0.86 | 0.67 | 0.51 | 0.31 | 0.11 | 0.00 | 0.00 | 5.99 | 14 | ||||
| 27 | 109 | 192.6 | 191.1 | Poorly Graded Sand (SP) - Brown, Large Lean Clay Lump | 4.53 | 2.19 | 1.43 | 1.00 | 0.80 | 0.59 | 0.49 | 0.36 | 0.22 | 0.16 | 0.00 | 0.00 | 2.19 | 10 | El. 190.1 / 40 ft | |||
| 28 | 114 | 187.6 | 186.1 | Poorly Graded Sand (SP) - Brown, Wet | 7.44 | 3.66 | 1.98 | 1.03 | 0.76 | 0.56 | 0.47 | 0.37 | 0.26 | 0.20 | 0.15 | 0.00 | 3.66 | 6 | ||||
| 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 | 1/2 | 12.7 | |||||
| 3/8' | 9.5 | 3/8 | 9.5 | 3/8 | 9.5 | |||||
| #4 | 4.75 | #4 | 4.75 | #4 | 4.75 | |||||
| #8 | 2.36 | #8 | 2.36 | #8 | 2.36 | |||||
| #10 | 2.00 | #10 | 2.00 | #10 | 2.00 | |||||
| #16 | 1.18 | #16 | 1.18 | #16 | 1.18 | |||||
| #20 | 0.85 | #20 | 0.85 | #20 | 0.85 | |||||
| #30 | 0.6 | #40 | 0.43 | #40 | 0.43 | |||||
| #40 | 0.425 | |||||||||
| #50 | 0.3 | |||||||||
| #60 | 0.25 | |||||||||
| #100 | 0.15 | |||||||||
| #140 | 0.106 | |||||||||
| #200 | 0.075 |
SIEVE DATA
| Copy & paste grain size data below into "GRAVEL PACK DESIGN" spreadsheet | |||||||
| Well # | Sample Depth | Sample | "D" Sizes | ||||
| 85 | 60 | 30 | 15 | 10 | |||
| 59-I8P2G-19 | 18.5 | 1 | 0.57 | 0.36 | 0.23 | 0.18 | 0.16 |
| 59-I8P2G-19 | 21 | 2 | 0.57 | 0.41 | 0.32 | 0.23 | 0.19 |
| 59-I8P2G-19 | 23.5 | 3 | 0.49 | 0.30 | 0.08 | 0.00 | 0.00 |
| 59-I8P2G-19 | 26 | 4 | 0.53 | 0.38 | 0.23 | 0.15 | 0.11 |
| 59-I8P2G-19 | 28.5 | 5 | 0.57 | 0.44 | 0.31 | 0.22 | 0.18 |
| 59-I8P2G-19 | 31 | 6 | 0.54 | 0.40 | 0.28 | 0.20 | 0.17 |
| 59-I8P2G-19 | 33.5 | 7 | 0.41 | 0.31 | 0.21 | 0.16 | 0.13 |
| 59-I8P2G-19 | 36 | 8 | 0.50 | 0.38 | 0.29 | 0.21 | 0.18 |
| 59-I8P2G-19 | 38.5 | 9 | 0.52 | 0.38 | 0.27 | 0.20 | 0.17 |
| 59-I8P2G-19 | 41 | 10 | 0.51 | 0.37 | 0.26 | 0.19 | 0.17 |
| 59-I8P2G-19 | 43.5 | 11 | 0.58 | 0.48 | 0.34 | 0.23 | 0.18 |
| 59-I8P2G-19 | 46 | 12 | 0.56 | 0.45 | 0.33 | 0.23 | 0.18 |
| 59-I8P2G-19 | 48.5 | 13 | 0.54 | 0.39 | 0.24 | 0.17 | 0.15 |
| 59-I8P2G-19 | 51 | 14 | 0.71 | 0.49 | 0.34 | 0.24 | 0.19 |
| 59-I8P2G-19 | 53.5 | 15 | 0.58 | 0.30 | 0.15 | 0.09 | 0.00 |
| 59-I8P2G-19 | 56 | 16 | 0.58 | 0.44 | 0.26 | 0.19 | 0.16 |
| 59-I8P2G-19 | 58.5 | 17 | 0.57 | 0.49 | 0.37 | 0.31 | 0.23 |
| 59-I8P2G-19 | 63.5 | 18 | 0.41 | 0.33 | 0.23 | 0.18 | 0.16 |
| 59-I8P2G-19 | 68.5 | 19 | 0.29 | 0.25 | 0.19 | 0.16 | 0.15 |
| 59-I8P2G-19 | 73.5 | 20 | 0.94 | 0.58 | 0.38 | 0.20 | 0.14 |
| 59-I8P2G-19 | 78.5 | 21 | 0.58 | 0.36 | 0.20 | 0.13 | 0.10 |
| 59-I8P2G-19 | 83.5 | 22 | 2.05 | 1.10 | 0.67 | 0.34 | 0.23 |
| 59-I8P2G-19 | 88.5 | 23 | 3.83 | 1.12 | 0.57 | 0.31 | 0.21 |
| 59-I8P2G-19 | 93.5 | 24 | 2.51 | 1.16 | 0.66 | 0.34 | 0.24 |
| 59-I8P2G-19 | 98.5 | 25 | 4.33 | 1.90 | 0.82 | 0.42 | 0.28 |
| 59-I8P2G-19 | 103.5 | 26 | 5.99 | 1.04 | 0.51 | 0.11 | 0.00 |
| 59-I8P2G-19 | 108.5 | 27 | 2.19 | 0.80 | 0.36 | 0.16 | 0.00 |
| 59-I8P2G-19 | 113.5 | 28 | 3.66 | 0.76 | 0.37 | 0.20 | 0.15 |
| 59-I8P2G-19 | 118.5 | 29 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 |
| 59-I8P2G-19 | 123.5 | 30 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 |
| 59-I8P2G-19 | 128.5 | 31 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 |
| 59-I8P2G-19 | 0 | 32 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 |
| 59-I8P2G-19 | 0 | 33 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 |
| 59-I8P2G-19 | 0 | 34 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 |
| 59-I8P2G-19 | 0 | 35 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 |
| 59-I8P2G-19 | 0 | 36 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 |
| 59-I8P2G-19 | 0 | 37 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 |
| 59-I8P2G-19 | 0 | 38 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 |
| 59-I8P2G-19 | 0 | 39 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 |
| 59-I8P2G-19 | 0 | 40 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 |
| 59-I8P2G-19 | 0 | 41 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 |
| 59-I8P2G-19 | 0 | 42 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 |
| 59-I8P2G-19 | 0 | 43 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 |
| 59-I8P2G-19 | 0 | 44 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 |
| 59-I8P2G-19 | 0 | 45 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 |
| 59-I8P2G-19 | 0 | 46 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 |
| 59-I8P2G-19 | 0 | 47 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 |
| 59-I8P2G-19 | 0 | 48 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 |
| 59-I8P2G-19 | 0 | 49 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 |
| 59-I8P2G-19 | 0 | 50 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 |
SAMPLE # (1)
| Project Name: | Island 8 Parcel 2 | Relief Well #: | 59-I8P2G-19 | ||||||||
| Location: | Fulton County, KY | ||||||||||
| Sample Description: | Poorly Graded Sand (SP) - Brown | Sample Depth: (ft) | 18.5 | ||||||||
| Date Received: | |||||||||||
| Date Tested: | 02/06/20 | (Top of Sample Only) | |||||||||
| Tested By: | AT | ||||||||||
| Before 200 Wash | After 200 Wash | For Government Use Only | |||||||||
| Wt. Tare (g) | 178.68 | Wt. Tare (g) | 178.68 | D85 (mm) | 0.57 | <---*NOTE: D85 is estimated linearly from a log graph & should be verified & changed if required. | Screen | ||||
| Wt. Tare + Dry soil (g) | 492.77 | Wt. Tare + Dry soil (g) | 484.44 | Screen/Riser | Riser | ||||||
| Original Wt. Dry Soil (g) | 314.09 | Washed Wt. Dry Soil (g) | 305.76 | 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 | 0.73 | ||||||||||
| 3/8' | 9.500 | 0.00 | 0.00 | 0.00 | 0.0 | 100.0 | D85 | 0.57 | |||
| #4 | 4.750 | 1.82 | 1.82 | 1.82 | 0.6 | 99.4 | D80 | 0.53 | |||
| #8 | 2.360 | 1.28 | 1.28 | 3.10 | 1.0 | 99.0 | D70 | 0.43 | |||
| #16 | 1.180 | 3.98 | 3.98 | 7.08 | 2.3 | 97.7 | D60 | 0.36 | |||
| #30 | 0.600 | 31.68 | 31.68 | 38.76 | 12.3 | 87.7 | D50 | 0.30 | |||
| #40 | 0.425 | 56.43 | 56.43 | 95.19 | 30.3 | 69.7 | D40 | 0.27 | |||
| #50 | 0.300 | 61.47 | 61.47 | 156.66 | 49.9 | 50.1 | D30 | 0.23 | |||
| #100 | 0.150 | 139.42 | 139.42 | 296.08 | 94.3 | 5.7 | D20 | 0.20 | |||
| #200 | 0.075 | 9.27 | 9.27 | 305.35 | 97.2 | 2.8 | D15 | 0.18 | |||
| Pan | ----- | 0.33 | 0.33 | 305.68 | D10 | 0.16 | |||||
| Total fines < #200 (g) | 8.7 | Acceptance Check (must be 1.003>x>0.997)=(F25/F11) | 1.000 | 0 | D5 | 0.13 | |||||
| Fineness Modulus | 2.88 |
&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 #: | 59-I8P2G-19 | ||||||||
| Location: | Fulton County, KY | ||||||||||
| Sample Description: | Poorly Graded Sand (SP) - Brown, Lean Clay Lumps | Sample Depth: (ft) | 21 | ||||||||
| Date Received: | 12/31/99 | ||||||||||
| Date Tested: | 02/07/20 | ||||||||||
| Tested By: | AT | ||||||||||
| Before 200 Wash | After 200 Wash | For Government Use Only | |||||||||
| Wt. Tare (g) | 176.63 | Wt. Tare (g) | 176.63 | D85 (mm) | 0.57 | <---*NOTE: D85 is estimated linearly from a log graph & should be verified & changed if required. | Screen | ||||
| Wt. Tare + Dry soil (g) | 494.85 | Wt. Tare + Dry soil (g) | 487.13 | Screen/Riser | Riser | ||||||
| Original Wt. Dry Soil (g) | 318.22 | Washed Wt. Dry Soil (g) | 310.5 | 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 | 0.69 | ||||||||||
| 3/8' | 9.500 | 1.76 | 1.76 | 1.76 | 0.6 | 99.4 | D85 | 0.57 | |||
| #4 | 4.750 | 3.44 | 3.44 | 5.20 | 1.6 | 98.4 | D80 | 0.53 | |||
| #8 | 2.360 | 0.64 | 0.64 | 5.84 | 1.8 | 98.2 | D70 | 0.46 | |||
| #16 | 1.180 | 1.35 | 1.35 | 7.19 | 2.3 | 97.7 | D60 | 0.41 | |||
| #30 | 0.600 | 29.36 | 29.36 | 36.55 | 11.5 | 88.5 | D50 | 0.38 | |||
| #40 | 0.425 | 72.63 | 72.63 | 109.18 | 34.3 | 65.7 | D40 | 0.35 | |||
| #50 | 0.300 | 132.59 | 132.59 | 241.77 | 76.0 | 24.0 | D30 | 0.32 | |||
| #100 | 0.150 | 61.52 | 61.52 | 303.29 | 95.3 | 4.7 | D20 | 0.27 | |||
| #200 | 0.075 | 6.82 | 6.82 | 310.11 | 97.5 | 2.5 | D15 | 0.23 | |||
| Pan | ----- | 0.24 | 0.24 | 310.35 | D10 | 0.19 | |||||
| Total fines < #200 (g) | 8.0 | Acceptance Check (must be 1.003>x>0.997)=(F25/F11) | 1.000 | 0 | D5 | 0.15 | |||||
| Fineness Modulus | 3.21 |
&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 #: | 59-I8P2G-19 | ||||||||
| Location: | Fulton County, KY | ||||||||||
| Sample Description: | Poorly Graded Sand (SP) - Brown | Sample Depth: (ft) | 23.5 | ||||||||
| Date Received: | 12/31/99 | ||||||||||
| Date Tested: | 02/06/20 | ||||||||||
| Tested By: | AT | ||||||||||
| Before 200 Wash | After 200 Wash | For Government Use Only | |||||||||
| Wt. Tare (g) | 177.18 | Wt. Tare (g) | 177.18 | D85 (mm) | 0.49 | <---*NOTE: D85 is estimated linearly from a log graph & should be verified & changed if required. | Screen | ||||
| Wt. Tare + Dry soil (g) | 480.77 | Wt. Tare + Dry soil (g) | 401.26 | Screen/Riser | Riser | ||||||
| Original Wt. Dry Soil (g) | 303.59 | Washed Wt. Dry Soil (g) | 224.08 | 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 | 0.55 | ||||||||||
| 3/8' | 9.500 | 0.00 | 0.00 | 0.00 | 0.0 | 100.0 | D85 | 0.49 | |||
| #4 | 4.750 | 0.00 | 0.00 | 0.00 | 0.0 | 100.0 | D80 | 0.44 | |||
| #8 | 2.360 | 0.24 | 0.24 | 0.24 | 0.1 | 99.9 | D70 | 0.36 | |||
| #16 | 1.180 | 0.63 | 0.63 | 0.87 | 0.3 | 99.7 | D60 | 0.30 | |||
| #30 | 0.600 | 14.25 | 14.25 | 15.12 | 5.0 | 95.0 | D50 | 0.19 | |||
| #40 | 0.425 | 49.13 | 49.13 | 64.25 | 21.2 | 78.8 | D40 | 0.12 | |||
| #50 | 0.300 | 55.86 | 55.86 | 120.11 | 39.6 | 60.4 | D30 | 0.08 | |||
| #100 | 0.150 | 42.41 | 42.41 | 162.52 | 53.5 | 46.5 | D20 | 0.00 | |||
| #200 | 0.075 | 56.07 | 56.07 | 218.59 | 72.0 | 28.0 | D15 | 0.00 | |||
| Pan | ----- | 5.53 | 5.53 | 224.12 | D10 | 0.00 | |||||
| Total fines < #200 (g) | 85.0 | Acceptance Check (must be 1.003>x>0.997)=(F25/F11) | 1.000 | 0 | D5 | 0.00 | |||||
| Fineness Modulus | 1.92 |
&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 #: | 59-I8P2G-19 | ||||||||
| Location: | Fulton County, KY | ||||||||||
| Sample Description: | Poorly Graded Sand (SP) - Brown | Sample Depth: (ft) | 26 | ||||||||
| Date Received: | 12/31/99 | ||||||||||
| Date Tested: | 02/06/20 | ||||||||||
| Tested By: | AT | ||||||||||
| Before 200 Wash | After 200 Wash | For Government Use Only | |||||||||
| Wt. Tare (g) | 177.65 | Wt. Tare (g) | 177.65 | D85 (mm) | 0.53 | <---*NOTE: D85 is estimated linearly from a log graph & should be verified & changed if required. | Screen | ||||
| Wt. Tare + Dry soil (g) | 492.66 | Wt. Tare + Dry soil (g) | 478.86 | Screen/Riser | Riser | ||||||
| Original Wt. Dry Soil (g) | 315.01 | Washed Wt. Dry Soil (g) | 301.21 | 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 | 0.56 | ||||||||||
| 3/8' | 9.500 | 0.00 | 0.00 | 0.00 | 0.0 | 100.0 | D85 | 0.53 | |||
| #4 | 4.750 | 0.22 | 0.22 | 0.22 | 0.1 | 99.9 | D80 | 0.50 | |||
| #8 | 2.360 | 0.03 | 0.03 | 0.25 | 0.1 | 99.9 | D70 | 0.43 | |||
| #16 | 1.180 | 0.10 | 0.10 | 0.35 | 0.1 | 99.9 | D60 | 0.38 | |||
| #30 | 0.600 | 12.68 | 12.68 | 13.03 | 4.1 | 95.9 | D50 | 0.34 | |||
| #40 | 0.425 | 83.29 | 83.29 | 96.32 | 30.6 | 69.4 | D40 | 0.29 | |||
| #50 | 0.300 | 86.48 | 86.48 | 182.80 | 58.0 | 42.0 | D30 | 0.23 | |||
| #100 | 0.150 | 85.14 | 85.14 | 267.94 | 85.1 | 14.9 | D20 | 0.18 | |||
| #200 | 0.075 | 31.43 | 31.43 | 299.37 | 95.0 | 5.0 | D15 | 0.15 | |||
| Pan | ----- | 1.92 | 1.92 | 301.29 | D10 | 0.11 | |||||
| Total fines < #200 (g) | 15.7 | Acceptance Check (must be 1.003>x>0.997)=(F25/F11) | 1.000 | 0 | D5 | 0.08 | |||||
| Fineness Modulus | 2.73 |
&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 #: | 59-I8P2G-19 | ||||||||
| Location: | Fulton County, KY | ||||||||||
| Sample Description: | Poorly Graded Sand (SP) - Brown | Sample Depth: (ft) | 28.5 | ||||||||
| Date Received: | 12/31/99 | ||||||||||
| Date Tested: | 02/06/20 | ||||||||||
| Tested By: | AT | ||||||||||
| Before 200 Wash | After 200 Wash | For Government Use Only | |||||||||
| Wt. Tare (g) | 176.39 | Wt. Tare (g) | 176.39 | D85 (mm) | 0.57 | <---*NOTE: D85 is estimated linearly from a log graph & should be verified & changed if required. | Screen | ||||
| Wt. Tare + Dry soil (g) | 492.03 | Wt. Tare + Dry soil (g) | 484.2 | Screen/Riser | Riser | ||||||
| Original Wt. Dry Soil (g) | 315.64 | Washed Wt. Dry Soil (g) | 307.81 | 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 | 0.59 | ||||||||||
| 3/8' | 9.500 | 0.00 | 0.00 | 0.00 | 0.0 | 100.0 | D85 | 0.57 | |||
| #4 | 4.750 | 0.00 | 0.00 | 0.00 | 0.0 | 100.0 | D80 | 0.54 | |||
| #8 | 2.360 | 0.00 | 0.00 | 0.00 | 0.0 | 100.0 | D70 | 0.49 | |||
| #16 | 1.180 | 0.20 | 0.20 | 0.20 | 0.1 | 99.9 | D60 | 0.44 | |||
| #30 | 0.600 | 25.74 | 25.74 | 25.94 | 8.2 | 91.8 | D50 | 0.39 | |||
| #40 | 0.425 | 108.65 | 108.65 | 134.59 | 42.6 | 57.4 | D40 | 0.35 | |||
| #50 | 0.300 | 93.71 | 93.71 | 228.30 | 72.3 | 27.7 | D30 | 0.31 | |||
| #100 | 0.150 | 71.17 | 71.17 | 299.47 | 94.9 | 5.1 | D20 | 0.25 | |||
| #200 | 0.075 | 8.00 | 8.00 | 307.47 | 97.4 | 2.6 | D15 | 0.22 | |||
| Pan | ----- | 0.33 | 0.33 | 307.80 | D10 | 0.18 | |||||
| Total fines < #200 (g) | 8.2 | Acceptance Check (must be 1.003>x>0.997)=(F25/F11) | 1.000 | 0 | D5 | 0.15 | |||||
| Fineness Modulus | 3.16 |
&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 #: | 59-I8P2G-19 | ||||||||
| Location: | Fulton County, KY | ||||||||||
| Sample Description: | Poorly Graded Sand (SP) - Brown | Sample Depth: (ft) | 31 | ||||||||
| Date Received: | 12/31/99 | ||||||||||
| Date Tested: | 02/06/20 | ||||||||||
| Tested By: | AT | ||||||||||
| Before 200 Wash | After 200 Wash | For Government Use Only | |||||||||
| Wt. Tare (g) | 178.21 | Wt. Tare (g) | 178.21 | D85 (mm) | 0.54 | <---*NOTE: D85 is estimated linearly from a log graph & should be verified & changed if required. | Screen | ||||
| Wt. Tare + Dry soil (g) | 480.51 | Wt. Tare + Dry soil (g) | 471.46 | Screen/Riser | Riser | ||||||
| Original Wt. Dry Soil (g) | 302.3 | Washed Wt. Dry Soil (g) | 293.25 | 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 | 0.57 | ||||||||||
| 3/8' | 9.500 | 0.00 | 0.00 | 0.00 | 0.0 | 100.0 | D85 | 0.54 | |||
| #4 | 4.750 | 0.00 | 0.00 | 0.00 | 0.0 | 100.0 | D80 | 0.51 | |||
| #8 | 2.360 | 0.05 | 0.05 | 0.05 | 0.0 | 100.0 | D70 | 0.44 | |||
| #16 | 1.180 | 0.27 | 0.27 | 0.32 | 0.1 | 99.9 | D60 | 0.40 | |||
| #30 | 0.600 | 16.75 | 16.75 | 17.07 | 5.6 | 94.4 | D50 | 0.36 | |||
| #40 | 0.425 | 81.55 | 81.55 | 98.62 | 32.6 | 67.4 | D40 | 0.32 | |||
| #50 | 0.300 | 100.95 | 100.95 | 199.57 | 66.0 | 34.0 | D30 | 0.28 | |||
| #100 | 0.150 | 84.24 | 84.24 | 283.81 | 93.9 | 6.1 | D20 | 0.22 | |||
| #200 | 0.075 | 9.08 | 9.08 | 292.89 | 96.9 | 3.1 | D15 | 0.20 | |||
| Pan | ----- | 0.42 | 0.42 | 293.31 | D10 | 0.17 | |||||
| Total fines < #200 (g) | 9.5 | Acceptance Check (must be 1.003>x>0.997)=(F25/F11) | 1.000 | 0 | D5 | 0.12 | |||||
| Fineness Modulus | 2.95 |
&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 #: | 59-I8P2G-19 | ||||||||
| Location: | Fulton County, KY | ||||||||||
| Sample Description: | Poorly Graded Sand/Clayey Sand (SP-SC) - Brown | Sample Depth: (ft) | 33.5 | ||||||||
| Date Received: | 12/31/99 | ||||||||||
| Date Tested: | 02/07/20 | ||||||||||
| Tested By: | AT | ||||||||||
| Before 200 Wash | After 200 Wash | For Government Use Only | |||||||||
| Wt. Tare (g) | 177.57 | Wt. Tare (g) | 177.57 | D85 (mm) | 0.41 | <---*NOTE: D85 is estimated linearly from a log graph & should be verified & changed if required. | Screen | ||||
| Wt. Tare + Dry soil (g) | 481.41 | Wt. Tare + Dry soil (g) | 457.95 | Screen/Riser | Riser | ||||||
| Original Wt. Dry Soil (g) | 303.84 | Washed Wt. Dry Soil (g) | 280.38 | 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 | 0.44 | ||||||||||
| 3/8' | 9.500 | 0.00 | 0.00 | 0.00 | 0.0 | 100.0 | D85 | 0.41 | |||
| #4 | 4.750 | 0.00 | 0.00 | 0.00 | 0.0 | 100.0 | D80 | 0.39 | |||
| #8 | 2.360 | 0.01 | 0.01 | 0.01 | 0.0 | 100.0 | D70 | 0.35 | |||
| #16 | 1.180 | 0.23 | 0.23 | 0.24 | 0.1 | 99.9 | D60 | 0.31 | |||
| #30 | 0.600 | 4.39 | 4.39 | 4.63 | 1.5 | 98.5 | D50 | 0.27 | |||
| #40 | 0.425 | 29.04 | 29.04 | 33.67 | 11.1 | 88.9 | D40 | 0.24 | |||
| #50 | 0.300 | 93.50 | 93.50 | 127.17 | 41.9 | 58.1 | D30 | 0.21 | |||
| #100 | 0.150 | 144.13 | 144.13 | 271.30 | 89.3 | 10.7 | D20 | 0.18 | |||
| #200 | 0.075 | 8.76 | 8.76 | 280.06 | 92.2 | 7.8 | D15 | 0.16 | |||
| Pan | ----- | 0.34 | 0.34 | 280.40 | D10 | 0.13 | |||||
| Total fines < #200 (g) | 23.8 | Acceptance Check (must be 1.003>x>0.997)=(F25/F11) | 1.000 | 0 | D5 | 0.00 | |||||
| Fineness Modulus | 2.36 |
&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 #: | 59-I8P2G-19 | ||||||||
| Location: | Fulton County, KY | ||||||||||
| Sample Description: | Poorly Graded Sand (SP) - Brown | Sample Depth: (ft) | 36 | ||||||||
| Date Received: | 12/31/99 | ||||||||||
| Date Tested: | 02/06/20 | ||||||||||
| Tested By: | EG | ||||||||||
| Before 200 Wash | After 200 Wash | For Government Use Only | |||||||||
| Wt. Tare (g) | 177.03 | Wt. Tare (g) | 177.03 | D85 (mm) | 0.50 | <---*NOTE: D85 is estimated linearly from a log graph & should be verified & changed if required. | Screen | ||||
| Wt. Tare + Dry soil (g) | 490.64 | Wt. Tare + Dry soil (g) | 482.2 | Screen/Riser | Riser | ||||||
| Original Wt. Dry Soil (g) | 313.61 | Washed Wt. Dry Soil (g) | 305.17 | 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 | 0.54 | ||||||||||
| 3/8' | 9.500 | 0.00 | 0.00 | 0.00 | 0.0 | 100.0 | D85 | 0.50 | |||
| #4 | 4.750 | 0.00 | 0.00 | 0.00 | 0.0 | 100.0 | D80 | 0.46 | |||
| #8 | 2.360 | 0.00 | 0.00 | 0.00 | 0.0 | 100.0 | D70 | 0.41 | |||
| #16 | 1.180 | 0.08 | 0.08 | 0.08 | 0.0 | 100.0 | D60 | 0.38 | |||
| #30 | 0.600 | 9.73 | 9.73 | 9.81 | 3.1 | 96.9 | D50 | 0.35 | |||
| #40 | 0.425 | 65.32 | 65.32 | 75.13 | 24.0 | 76.0 | D40 | 0.32 | |||
| #50 | 0.300 | 139.00 | 139.00 | 214.13 | 68.3 | 31.7 | D30 | 0.29 | |||
| #100 | 0.150 | 83.78 | 83.78 | 297.91 | 95.0 | 5.0 | D20 | 0.23 | |||
| #200 | 0.075 | 6.67 | 6.67 | 304.58 | 97.1 | 2.9 | D15 | 0.21 | |||
| Pan | ----- | 0.44 | 0.44 | 305.02 | D10 | 0.18 | |||||
| Total fines < #200 (g) | 8.9 | Acceptance Check (must be 1.003>x>0.997)=(F25/F11) | 1.000 | 0 | D5 | 0.15 | |||||
| Fineness Modulus | 2.88 |
&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 #: | 59-I8P2G-19 | ||||||||
| Location: | Fulton County, KY | ||||||||||
| Sample Description: | Poorly Graded Sand (SP) - Brown | Sample Depth: (ft) | 38.5 | ||||||||
| Date Received: | 12/31/99 | ||||||||||
| Date Tested: | 02/07/20 | ||||||||||
| Tested By: | AT | ||||||||||
| Before 200 Wash | After 200 Wash | For Government Use Only | |||||||||
| Wt. Tare (g) | 128.81 | Wt. Tare (g) | 128.81 | D85 (mm) | 0.52 | <---*NOTE: D85 is estimated linearly from a log graph & should be verified & changed if required. | Screen | ||||
| Wt. Tare + Dry soil (g) | 468.27 | Wt. Tare + Dry soil (g) | 460.36 | Screen/Riser | Riser | ||||||
| Original Wt. Dry Soil (g) | 339.46 | Washed Wt. Dry Soil (g) | 331.55 | 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 | 0.56 | ||||||||||
| 3/8' | 9.500 | 0.00 | 0.00 | 0.00 | 0.0 | 100.0 | D85 | 0.52 | |||
| #4 | 4.750 | 0.00 | 0.00 | 0.00 | 0.0 | 100.0 | D80 | 0.48 | |||
| #8 | 2.360 | 0.05 | 0.05 | 0.05 | 0.0 | 100.0 | D70 | 0.41 | |||
| #16 | 1.180 | 0.23 | 0.23 | 0.28 | 0.1 | 99.9 | D60 | 0.38 | |||
| #30 | 0.600 | 18.06 | 18.06 | 18.34 | 5.4 | 94.6 | D50 | 0.35 | |||
| #40 | 0.425 | 70.62 | 70.62 | 88.96 | 26.2 | 73.8 | D40 | 0.31 | |||
| #50 | 0.300 | 128.97 | 128.97 | 217.93 | 64.2 | 35.8 | D30 | 0.27 | |||
| #100 | 0.150 | 104.24 | 104.24 | 322.17 | 94.9 | 5.1 | D20 | 0.22 | |||
| #200 | 0.075 | 8.80 | 8.80 | 330.97 | 97.5 | 2.5 | D15 | 0.20 | |||
| Pan | ----- | 0.47 | 0.47 | 331.44 | D10 | 0.17 | |||||
| Total fines < #200 (g) | 8.4 | Acceptance Check (must be 1.003>x>0.997)=(F25/F11) | 1.000 | 0 | D5 | 0.15 | |||||
| Fineness Modulus | 2.88 |
&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 #: | 59-I8P2G-19 | ||||||||
| Location: | Fulton County, KY | ||||||||||
| Sample Description: | Poorly Graded Sand (SP) - Brown | Sample Depth: (ft) | 41 | ||||||||
| Date Received: | 12/31/99 | ||||||||||
| Date Tested: | 02/07/20 | ||||||||||
| Tested By: | AT | ||||||||||
| Before 200 Wash | After 200 Wash | For Government Use Only | |||||||||
| Wt. Tare (g) | 176.66 | Wt. Tare (g) | 176.66 | D85 (mm) | 0.51 | <---*NOTE: D85 is estimated linearly from a log graph & should be verified & changed if required. | Screen | ||||
| Wt. Tare + Dry soil (g) | 484.21 | Wt. Tare + Dry soil (g) | 476.1 | Screen/Riser | Riser | ||||||
| Original Wt. Dry Soil (g) | 307.55 | Washed Wt. Dry Soil (g) | 299.44 | 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 | 0.56 | ||||||||||
| 3/8' | 9.500 | 2.37 | 2.37 | 2.37 | 0.8 | 99.2 | D85 | 0.51 | |||
| #4 | 4.750 | 3.51 | 3.51 | 5.88 | 1.9 | 98.1 | D80 | 0.46 | |||
| #8 | 2.360 | 0.56 | 0.56 | 6.44 | 2.1 | 97.9 | D70 | 0.40 | |||
| #16 | 1.180 | 0.16 | 0.16 | 6.60 | 2.1 | 97.9 | D60 | 0.37 | |||
| #30 | 0.600 | 12.61 | 12.61 | 19.21 | 6.2 | 93.8 | D50 | 0.33 | |||
| #40 | 0.425 | 54.64 | 54.64 | 73.85 | 24.0 | 76.0 | D40 | 0.30 | |||
| #50 | 0.300 | 110.24 | 110.24 | 184.09 | 59.9 | 40.1 | D30 | 0.26 | |||
| #100 | 0.150 | 107.54 | 107.54 | 291.63 | 94.8 | 5.2 | D20 | 0.21 | |||
| #200 | 0.075 | 7.42 | 7.42 | 299.05 | 97.2 | 2.8 | D15 | 0.19 | |||
| Pan | ----- | 0.36 | 0.36 | 299.41 | D10 | 0.17 | |||||
| Total fines < #200 (g) | 8.5 | Acceptance Check (must be 1.003>x>0.997)=(F25/F11) | 1.000 | 0 | D5 | 0.14 | |||||
| Fineness Modulus | 2.89 |
&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 #: | 59-I8P2G-19 | ||||||||
| Location: | Fulton County, KY | ||||||||||
| Sample Description: | Poorly Graded Sand (SP) - Brown | Sample Depth: (ft) | 43.5 | ||||||||
| Date Received: | 12/31/99 | ||||||||||
| Date Tested: | 02/07/20 | ||||||||||
| Tested By: | AT | ||||||||||
| Before 200 Wash | After 200 Wash | For Government Use Only | |||||||||
| Wt. Tare (g) | 178.18 | Wt. Tare (g) | 178.18 | D85 (mm) | 0.58 | <---*NOTE: D85 is estimated linearly from a log graph & should be verified & changed if required. | Screen | ||||
| Wt. Tare + Dry soil (g) | 504.81 | Wt. Tare + Dry soil (g) | 495.52 | Screen/Riser | Riser | ||||||
| Original Wt. Dry Soil (g) | 326.63 | Washed Wt. Dry Soil (g) | 317.34 | 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 | 0.60 | ||||||||||
| 3/8' | 9.500 | 0.00 | 0.00 | 0.00 | 0.0 | 100.0 | D85 | 0.58 | |||
| #4 | 4.750 | 0.00 | 0.00 | 0.00 | 0.0 | 100.0 | D80 | 0.56 | |||
| #8 | 2.360 | 0.00 | 0.00 | 0.00 | 0.0 | 100.0 | D70 | 0.52 | |||
| #16 | 1.180 | 0.06 | 0.06 | 0.06 | 0.0 | 100.0 | D60 | 0.48 | |||
| #30 | 0.600 | 32.40 | 32.40 | 32.46 | 9.9 | 90.1 | D50 | 0.44 | |||
| #40 | 0.425 | 139.73 | 139.73 | 172.19 | 52.7 | 47.3 | D40 | 0.39 | |||
| #50 | 0.300 | 82.08 | 82.08 | 254.27 | 77.8 | 22.2 | D30 | 0.34 | |||
| #100 | 0.150 | 50.08 | 50.08 | 304.35 | 93.2 | 6.8 | D20 | 0.28 | |||
| #200 | 0.075 | 12.45 | 12.45 | 316.80 | 97.0 | 3.0 | D15 | 0.23 | |||
| Pan | ----- | 0.57 | 0.57 | 317.37 | D10 | 0.18 | |||||
| Total fines < #200 (g) | 9.9 | Acceptance Check (must be 1.003>x>0.997)=(F25/F11) | 1.000 | 0 | D5 | 0.11 | |||||
| Fineness Modulus | 3.31 |
&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 #: | 59-I8P2G-19 | ||||||||
| Location: | Fulton County, KY | ||||||||||
| Sample Description: | Poorly Graded Sand (SP) - Brown | Sample Depth: (ft) | 46 | ||||||||
| Date Received: | 12/31/99 | ||||||||||
| Date Tested: | 02/06/20 | ||||||||||
| Tested By: | AT | ||||||||||
| Before 200 Wash | After 200 Wash | For Government Use Only | |||||||||
| Wt. Tare (g) | 177.1 | Wt. Tare (g) | 177.1 | D85 (mm) | 0.56 | <---*NOTE: D85 is estimated linearly from a log graph & should be verified & changed if required. | Screen | ||||
| Wt. Tare + Dry soil (g) | 491.82 | Wt. Tare + Dry soil (g) | 482.69 | Screen/Riser | Riser | ||||||
| Original Wt. Dry Soil (g) | 314.72 | Washed Wt. Dry Soil (g) | 305.59 | 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 | 0.58 | ||||||||||
| 3/8' | 9.500 | 0.00 | 0.00 | 0.00 | 0.0 | 100.0 | D85 | 0.56 | |||
| #4 | 4.750 | 0.00 | 0.00 | 0.00 | 0.0 | 100.0 | D80 | 0.54 | |||
| #8 | 2.360 | 0.00 | 0.00 | 0.00 | 0.0 | 100.0 | D70 | 0.50 | |||
| #16 | 1.180 | 0.06 | 0.06 | 0.06 | 0.0 | 100.0 | D60 | 0.45 | |||
| #30 | 0.600 | 19.93 | 19.93 | 19.99 | 6.4 | 93.6 | D50 | 0.41 | |||
| #40 | 0.425 | 124.83 | 124.83 | 144.82 | 46.0 | 54.0 | D40 | 0.37 | |||
| #50 | 0.300 | 94.60 | 94.60 | 239.42 | 76.1 | 23.9 | D30 | 0.33 | |||
| #100 | 0.150 | 56.52 | 56.52 | 295.94 | 94.0 | 6.0 | D20 | 0.27 | |||
| #200 | 0.075 | 9.31 | 9.31 | 305.25 | 97.0 | 3.0 | D15 | 0.23 | |||
| Pan | ----- | 0.39 | 0.39 | 305.64 | D10 | 0.18 | |||||
| Total fines < #200 (g) | 9.5 | Acceptance Check (must be 1.003>x>0.997)=(F25/F11) | 1.000 | 0 | D5 | 0.13 | |||||
| Fineness Modulus | 3.19 |
&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 #: | 59-I8P2G-19 | ||||||||
| Location: | Fulton County, KY | ||||||||||
| Sample Description: | Poorly Graded Sand (SP) - Brown | Sample Depth: (ft) | 48.5 | ||||||||
| Date Received: | 12/31/99 | ||||||||||
| Date Tested: | 02/05/20 | ||||||||||
| Tested By: | AT | ||||||||||
| Before 200 Wash | After 200 Wash | For Government Use Only | |||||||||
| Wt. Tare (g) | 176.3 | Wt. Tare (g) | 176.3 | D85 (mm) | 0.54 | <---*NOTE: D85 is estimated linearly from a log graph & should be verified & changed if required. | Screen | ||||
| Wt. Tare + Dry soil (g) | 498.18 | Wt. Tare + Dry soil (g) | 488.61 | Screen/Riser | Riser | ||||||
| Original Wt. Dry Soil (g) | 321.88 | Washed Wt. Dry Soil (g) | 312.31 | 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 | 0.57 | ||||||||||
| 3/8' | 9.500 | 0.00 | 0.00 | 0.00 | 0.0 | 100.0 | D85 | 0.54 | |||
| #4 | 4.750 | 0.00 | 0.00 | 0.00 | 0.0 | 100.0 | D80 | 0.51 | |||
| #8 | 2.360 | 0.00 | 0.00 | 0.00 | 0.0 | 100.0 | D70 | 0.45 | |||
| #16 | 1.180 | 0.05 | 0.05 | 0.05 | 0.0 | 100.0 | D60 | 0.39 | |||
| #30 | 0.600 | 16.50 | 16.50 | 16.55 | 5.1 | 94.9 | D50 | 0.34 | |||
| #40 | 0.425 | 90.66 | 90.66 | 107.21 | 33.3 | 66.7 | D40 | 0.29 | |||
| #50 | 0.300 | 79.22 | 79.22 | 186.43 | 57.9 | 42.1 | D30 | 0.24 | |||
| #100 | 0.150 | 104.36 | 104.36 | 290.79 | 90.3 | 9.7 | D20 | 0.20 | |||
| #200 | 0.075 | 20.90 | 20.90 | 311.69 | 96.8 | 3.2 | D15 | 0.17 | |||
| Pan | ----- | 0.57 | 0.57 | 312.26 | D10 | 0.15 | |||||
| Total fines < #200 (g) | 10.1 | Acceptance Check (must be 1.003>x>0.997)=(F25/F11) | 1.000 | 0 | D5 | 0.10 | |||||
| Fineness Modulus | 2.84 |
&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 #: | 59-I8P2G-19 | ||||||||
| Location: | Fulton County, KY | ||||||||||
| Sample Description: | Poorly Graded Sand (SP) - Brown | Sample Depth: (ft) | 51 | ||||||||
| Date Received: | 12/31/99 | ||||||||||
| Date Tested: | 02/06/20 | ||||||||||
| Tested By: | AT | ||||||||||
| Before 200 Wash | After 200 Wash | For Government Use Only | |||||||||
| Wt. Tare (g) | 177.41 | Wt. Tare (g) | 177.41 | D85 (mm) | 0.71 | <---*NOTE: D85 is estimated linearly from a log graph & should be verified & changed if required. | Screen | ||||
| Wt. Tare + Dry soil (g) | 482.72 | Wt. Tare + Dry soil (g) | 474.99 | Screen/Riser | Riser | ||||||
| Original Wt. Dry Soil (g) | 305.31 | Washed Wt. Dry Soil (g) | 297.58 | 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 | 0.87 | ||||||||||
| 3/8' | 9.500 | 0.00 | 0.00 | 0.00 | 0.0 | 100.0 | D85 | 0.71 | |||
| #4 | 4.750 | 0.00 | 0.00 | 0.00 | 0.0 | 100.0 | D80 | 0.59 | |||
| #8 | 2.360 | 0.00 | 0.00 | 0.00 | 0.0 | 100.0 | D70 | 0.54 | |||
| #16 | 1.180 | 0.13 | 0.13 | 0.13 | 0.0 | 100.0 | D60 | 0.49 | |||
| #30 | 0.600 | 56.05 | 56.05 | 56.18 | 18.4 | 81.6 | D50 | 0.44 | |||
| #40 | 0.425 | 108.38 | 108.38 | 164.56 | 53.9 | 46.1 | D40 | 0.39 | |||
| #50 | 0.300 | 75.95 | 75.95 | 240.51 | 78.8 | 21.2 | D30 | 0.34 | |||
| #100 | 0.150 | 48.19 | 48.19 | 288.70 | 94.6 | 5.4 | D20 | 0.29 | |||
| #200 | 0.075 | 8.46 | 8.46 | 297.16 | 97.3 | 2.7 | D15 | 0.24 | |||
| Pan | ----- | 0.42 | 0.42 | 297.58 | D10 | 0.19 | |||||
| Total fines < #200 (g) | 8.1 | Acceptance Check (must be 1.003>x>0.997)=(F25/F11) | 1.000 | 0 | D5 | 0.14 | |||||
| Fineness Modulus | 3.43 |
&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 #: | 59-I8P2G-19 | ||||||||
| Location: | Fulton County, KY | ||||||||||
| Sample Description: | Poorly Graded Sand (SP) - Brown, Wet, Possible Lean Clay With Sand | Sample Depth: (ft) | 53.5 | ||||||||
| Date Received: | 12/31/99 | ||||||||||
| Date Tested: | 02/06/20 | ||||||||||
| Tested By: | EG | ||||||||||
| Before 200 Wash | After 200 Wash | For Government Use Only | |||||||||
| Wt. Tare (g) | 172.73 | Wt. Tare (g) | 172.73 | D85 (mm) | 0.58 | <---*NOTE: D85 is estimated linearly from a log graph & should be verified & changed if required. | Screen | ||||
| Wt. Tare + Dry soil (g) | 512.54 | Wt. Tare + Dry soil (g) | 479.52 | Screen/Riser | Riser | ||||||
| Original Wt. Dry Soil (g) | 339.81 | Washed Wt. Dry Soil (g) | 306.79 | 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 | 0.74 | ||||||||||
| 3/8' | 9.500 | 0.00 | 0.00 | 0.00 | 0.0 | 100.0 | D85 | 0.58 | |||
| #4 | 4.750 | 0.00 | 0.00 | 0.00 | 0.0 | 100.0 | D80 | 0.52 | |||
| #8 | 2.360 | 0.22 | 0.22 | 0.22 | 0.1 | 99.9 | D70 | 0.41 | |||
| #16 | 1.180 | 0.43 | 0.43 | 0.65 | 0.2 | 99.8 | D60 | 0.30 | |||
| #30 | 0.600 | 43.47 | 43.47 | 44.12 | 13.0 | 87.0 | D50 | 0.25 | |||
| #40 | 0.425 | 53.19 | 53.19 | 97.31 | 28.6 | 71.4 | D40 | 0.20 | |||
| #50 | 0.300 | 39.89 | 39.89 | 137.20 | 40.4 | 59.6 | D30 | 0.15 | |||
| #100 | 0.150 | 99.31 | 99.31 | 236.51 | 69.6 | 30.4 | D20 | 0.11 | |||
| #200 | 0.075 | 66.62 | 66.62 | 303.13 | 89.2 | 10.8 | D15 | 0.09 | |||
| Pan | ----- | 3.56 | 3.56 | 306.69 | D10 | 0.00 | |||||
| Total fines < #200 (g) | 36.6 | Acceptance Check (must be 1.003>x>0.997)=(F25/F11) | 1.000 | 0 | D5 | 0.00 | |||||
| Fineness Modulus | 2.41 |
&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 #: | 59-I8P2G-19 | ||||||||
| Location: | Fulton County, KY | ||||||||||
| Sample Description: | Poorly Graded Sand (SP) - Brown | Sample Depth: (ft) | 56 | ||||||||
| Date Received: | 12/31/99 | ||||||||||
| Date Tested: | 02/06/20 | ||||||||||
| Tested By: | EG | ||||||||||
| Before 200 Wash | After 200 Wash | For Government Use Only | |||||||||
| Wt. Tare (g) | 178.33 | Wt. Tare (g) | 178.33 | D85 (mm) | 0.58 | <---*NOTE: D85 is estimated linearly from a log graph & should be verified & changed if required. | Screen | ||||
| Wt. Tare + Dry soil (g) | 489.26 | Wt. Tare + Dry soil (g) | 480.91 | Screen/Riser | Riser | ||||||
| Original Wt. Dry Soil (g) | 310.93 | Washed Wt. Dry Soil (g) | 302.58 | 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 | 0.66 | ||||||||||
| 3/8' | 9.500 | 0.00 | 0.00 | 0.00 | 0.0 | 100.0 | D85 | 0.58 | |||
| #4 | 4.750 | 0.00 | 0.00 | 0.00 | 0.0 | 100.0 | D80 | 0.55 | |||
| #8 | 2.360 | 0.00 | 0.00 | 0.00 | 0.0 | 100.0 | D70 | 0.50 | |||
| #16 | 1.180 | 0.02 | 0.02 | 0.02 | 0.0 | 100.0 | D60 | 0.44 | |||
| #30 | 0.600 | 34.53 | 34.53 | 34.55 | 11.1 | 88.9 | D50 | 0.38 | |||
| #40 | 0.425 | 101.25 | 101.25 | 135.80 | 43.7 | 56.3 | D40 | 0.31 | |||
| #50 | 0.300 | 55.94 | 55.94 | 191.74 | 61.7 | 38.3 | D30 | 0.26 | |||
| #100 | 0.150 | 96.80 | 96.80 | 288.54 | 92.8 | 7.2 | D20 | 0.21 | |||
| #200 | 0.075 | 13.37 | 13.37 | 301.91 | 97.1 | 2.9 | D15 | 0.19 | |||
| Pan | ----- | 0.45 | 0.45 | 302.36 | D10 | 0.16 | |||||
| Total fines < #200 (g) | 8.8 | Acceptance Check (must be 1.003>x>0.997)=(F25/F11) | 0.999 | 0 | D5 | 0.11 | |||||
| Fineness Modulus | 3.06 |
&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 #: | 59-I8P2G-19 | ||||||||
| Location: | Fulton County, KY | ||||||||||
| Sample Description: | Poorly Graded Sand (SP) - Brown | Sample Depth: (ft) | 58.5 | ||||||||
| Date Received: | 12/31/99 | ||||||||||
| Date Tested: | 02/06/20 | ||||||||||
| Tested By: | AT | ||||||||||
| Before 200 Wash | After 200 Wash | For Government Use Only | |||||||||
| Wt. Tare (g) | 178.28 | Wt. Tare (g) | 178.28 | D85 (mm) | 0.57 | <---*NOTE: D85 is estimated linearly from a log graph & should be verified & changed if required. | Screen | ||||
| Wt. Tare + Dry soil (g) | 491.93 | Wt. Tare + Dry soil (g) | 482.3 | Screen/Riser | Riser | ||||||
| Original Wt. Dry Soil (g) | 313.65 | Washed Wt. Dry Soil (g) | 304.02 | 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 | 0.59 | ||||||||||
| 3/8' | 9.500 | 0.00 | 0.00 | 0.00 | 0.0 | 100.0 | D85 | 0.57 | |||
| #4 | 4.750 | 0.00 | 0.00 | 0.00 | 0.0 | 100.0 | D80 | 0.55 | |||
| #8 | 2.360 | 0.00 | 0.00 | 0.00 | 0.0 | 100.0 | D70 | 0.52 | |||
| #16 | 1.180 | 0.06 | 0.06 | 0.06 | 0.0 | 100.0 | D60 | 0.49 | |||
| #30 | 0.600 | 17.68 | 17.68 | 17.74 | 5.7 | 94.3 | D50 | 0.45 | |||
| #40 | 0.425 | 165.89 | 165.89 | 183.63 | 58.5 | 41.5 | D40 | 0.42 | |||
| #50 | 0.300 | 86.80 | 86.80 | 270.43 | 86.2 | 13.8 | D30 | 0.37 | |||
| #100 | 0.150 | 26.77 | 26.77 | 297.20 | 94.8 | 5.2 | D20 | 0.33 | |||
| #200 | 0.075 | 6.54 | 6.54 | 303.74 | 96.8 | 3.2 | D15 | 0.31 | |||
| Pan | ----- | 0.28 | 0.28 | 304.02 | D10 | 0.23 | |||||
| Total fines < #200 (g) | 9.9 | Acceptance Check (must be 1.003>x>0.997)=(F25/F11) | 1.000 | 0 | D5 | 0.14 | |||||
| Fineness Modulus | 3.42 |
&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 #: | 59-I8P2G-19 | ||||||||
| Location: | Fulton County, KY | ||||||||||
| Sample Description: | Poorly Graded Sand (SP) - Brown | Sample Depth: (ft) | 63.5 | ||||||||
| Date Received: | 12/31/99 | ||||||||||
| Date Tested: | 02/06/20 | ||||||||||
| Tested By: | AT | ||||||||||
| Before 200 Wash | After 200 Wash | For Government Use Only | |||||||||
| Wt. Tare (g) | 172.76 | Wt. Tare (g) | 172.76 | D85 (mm) | 0.41 | <---*NOTE: D85 is estimated linearly from a log graph & should be verified & changed if required. | Screen | ||||
| Wt. Tare + Dry soil (g) | 480.43 | Wt. Tare + Dry soil (g) | 469.75 | Screen/Riser | Riser | ||||||
| Original Wt. Dry Soil (g) | 307.67 | Washed Wt. Dry Soil (g) | 296.99 | 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 | 0.42 | ||||||||||
| 3/8' | 9.500 | 0.00 | 0.00 | 0.00 | 0.0 | 100.0 | D85 | 0.41 | |||
| #4 | 4.750 | 0.00 | 0.00 | 0.00 | 0.0 | 100.0 | D80 | 0.39 | |||
| #8 | 2.360 | 0.00 | 0.00 | 0.00 | 0.0 | 100.0 | D70 | 0.36 | |||
| #16 | 1.180 | 0.06 | 0.06 | 0.06 | 0.0 | 100.0 | D60 | 0.33 | |||
| #30 | 0.600 | 2.90 | 2.90 | 2.96 | 1.0 | 99.0 | D50 | 0.30 | |||
| #40 | 0.425 | 24.53 | 24.53 | 27.49 | 8.9 | 91.1 | D40 | 0.27 | |||
| #50 | 0.300 | 126.83 | 126.83 | 154.32 | 50.2 | 49.8 | D30 | 0.23 | |||
| #100 | 0.150 | 132.67 | 132.67 | 286.99 | 93.3 | 6.7 | D20 | 0.20 | |||
| #200 | 0.075 | 9.62 | 9.62 | 296.61 | 96.4 | 3.6 | D15 | 0.18 | |||
| Pan | ----- | 0.47 | 0.47 | 297.08 | D10 | 0.16 | |||||
| Total fines < #200 (g) | 11.2 | Acceptance Check (must be 1.003>x>0.997)=(F25/F11) | 1.000 | 0 | D5 | 0.11 | |||||
| Fineness Modulus | 2.50 |
&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 #: | 59-I8P2G-19 | ||||||||
| Location: | Fulton County, KY | ||||||||||
| Sample Description: | Poorly Graded Sand/Clayey Sand (SP-SC) - Brown | Sample Depth: (ft) | 68.5 | ||||||||
| Date Received: | 12/31/99 | ||||||||||
| Date Tested: | 02/05/20 | ||||||||||
| Tested By: | AT | ||||||||||
| Before 200 Wash | After 200 Wash | For Government Use Only | |||||||||
| Wt. Tare (g) | 175.13 | Wt. Tare (g) | 175.13 | D85 (mm) | 0.29 | <---*NOTE: D85 is estimated linearly from a log graph & should be verified & changed if required. | Screen | ||||
| Wt. Tare + Dry soil (g) | 487.43 | Wt. Tare + Dry soil (g) | 476.66 | Screen/Riser | Riser | ||||||
| Original Wt. Dry Soil (g) | 312.3 | Washed Wt. Dry Soil (g) | 301.53 | 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 | 0.30 | ||||||||||
| 3/8' | 9.500 | 0.00 | 0.00 | 0.00 | 0.0 | 100.0 | D85 | 0.29 | |||
| #4 | 4.750 | 0.00 | 0.00 | 0.00 | 0.0 | 100.0 | D80 | 0.28 | |||
| #8 | 2.360 | 0.07 | 0.07 | 0.07 | 0.0 | 100.0 | D70 | 0.26 | |||
| #16 | 1.180 | 0.05 | 0.05 | 0.12 | 0.0 | 100.0 | D60 | 0.25 | |||
| #30 | 0.600 | 1.83 | 1.83 | 1.95 | 0.6 | 99.4 | D50 | 0.23 | |||
| #40 | 0.425 | 4.54 | 4.54 | 6.49 | 2.1 | 97.9 | D40 | 0.21 | |||
| #50 | 0.300 | 24.87 | 24.87 | 31.36 | 10.0 | 90.0 | D30 | 0.19 | |||
| #100 | 0.150 | 255.98 | 255.98 | 287.34 | 92.0 | 8.0 | D20 | 0.17 | |||
| #200 | 0.075 | 13.37 | 13.37 | 300.71 | 96.3 | 3.7 | D15 | 0.16 | |||
| Pan | ----- | 0.97 | 0.97 | 301.68 | D10 | 0.15 | |||||
| Total fines < #200 (g) | 11.7 | Acceptance Check (must be 1.003>x>0.997)=(F25/F11) | 1.000 | 0 | D5 | 0.10 | |||||
| Fineness Modulus | 2.01 |
&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 #: | 59-I8P2G-19 | ||||||||
| Location: | Fulton County, KY | ||||||||||
| Sample Description: | Poorly Graded Sand (SP) - Brown | Sample Depth: (ft) | 73.5 | ||||||||
| Date Received: | 12/31/99 | ||||||||||
| Date Tested: | 02/06/20 | ||||||||||
| Tested By: | AT | ||||||||||
| Before 200 Wash | After 200 Wash | For Government Use Only | |||||||||
| Wt. Tare (g) | 177.31 | Wt. Tare (g) | 177.31 | D85 (mm) | 0.94 | <---*NOTE: D85 is estimated linearly from a log graph & should be verified & changed if required. | Screen | ||||
| Wt. Tare + Dry soil (g) | 511.65 | Wt. Tare + Dry soil (g) | 498.85 | Screen/Riser | Riser | ||||||
| Original Wt. Dry Soil (g) | 334.34 | Washed Wt. Dry Soil (g) | 321.54 | 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 | 1.02 | ||||||||||
| 3/8' | 9.500 | 0.00 | 0.00 | 0.00 | 0.0 | 100.0 | D85 | 0.94 | |||
| #4 | 4.750 | 0.00 | 0.00 | 0.00 | 0.0 | 100.0 | D80 | 0.86 | |||
| #8 | 2.360 | 0.00 | 0.00 | 0.00 | 0.0 | 100.0 | D70 | 0.70 | |||
| #16 | 1.180 | 0.80 | 0.80 | 0.80 | 0.2 | 99.8 | D60 | 0.58 | |||
| #30 | 0.600 | 119.46 | 119.46 | 120.26 | 36.0 | 64.0 | D50 | 0.52 | |||
| #40 | 0.425 | 100.41 | 100.41 | 220.67 | 66.0 | 34.0 | D40 | 0.46 | |||
| #50 | 0.300 | 36.25 | 36.25 | 256.92 | 76.8 | 23.2 | D30 | 0.38 | |||
| #100 | 0.150 | 42.40 | 42.40 | 299.32 | 89.5 | 10.5 | D20 | 0.26 | |||
| #200 | 0.075 | 21.00 | 21.00 | 320.32 | 95.8 | 4.2 | D15 | 0.20 | |||
| Pan | ----- | 1.23 | 1.23 | 321.55 | D10 | 0.14 | |||||
| Total fines < #200 (g) | 14.0 | Acceptance Check (must be 1.003>x>0.997)=(F25/F11) | 1.000 | 0 | D5 | 0.08 | |||||
| Fineness Modulus | 3.64 |
&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 #: | 59-I8P2G-19 | ||||||||
| Location: | Fulton County, KY | ||||||||||
| Sample Description: | Poorly Graded Sand (SP) - Brown | Sample Depth: (ft) | 78.5 | ||||||||
| Date Received: | 12/31/99 | ||||||||||
| Date Tested: | 02/05/20 | ||||||||||
| Tested By: | AT | ||||||||||
| Before 200 Wash | After 200 Wash | For Government Use Only | |||||||||
| Wt. Tare (g) | 175.7 | Wt. Tare (g) | 175.7 | D85 (mm) | 0.58 | <---*NOTE: D85 is estimated linearly from a log graph & should be verified & changed if required. | Screen | ||||
| Wt. Tare + Dry soil (g) | 490.12 | Wt. Tare + Dry soil (g) | 472.56 | Screen/Riser | Riser | ||||||
| Original Wt. Dry Soil (g) | 314.42 | Washed Wt. Dry Soil (g) | 296.86 | 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 | 0.73 | ||||||||||
| 3/8' | 9.500 | 0.00 | 0.00 | 0.00 | 0.0 | 100.0 | D85 | 0.58 | |||
| #4 | 4.750 | 0.00 | 0.00 | 0.00 | 0.0 | 100.0 | D80 | 0.54 | |||
| #8 | 2.360 | 0.04 | 0.04 | 0.04 | 0.0 | 100.0 | D70 | 0.45 | |||
| #16 | 1.180 | 0.93 | 0.93 | 0.97 | 0.3 | 99.7 | D60 | 0.36 | |||
| #30 | 0.600 | 39.51 | 39.51 | 40.48 | 12.9 | 87.1 | D50 | 0.29 | |||
| #40 | 0.425 | 60.90 | 60.90 | 101.38 | 32.2 | 67.8 | D40 | 0.25 | |||
| #50 | 0.300 | 49.09 | 49.09 | 150.47 | 47.9 | 52.1 | D30 | 0.20 | |||
| #100 | 0.150 | 108.00 | 108.00 | 258.47 | 82.2 | 17.8 | D20 | 0.16 | |||
| #200 | 0.075 | 37.15 | 37.15 | 295.62 | 94.0 | 6.0 | D15 | 0.13 | |||
| Pan | ----- | 2.06 | 2.06 | 297.68 | D10 | 0.10 | |||||
| Total fines < #200 (g) | 19.6 | Acceptance Check (must be 1.003>x>0.997)=(F25/F11) | 1.003 | 0 | D5 | 0.00 | |||||
| Fineness Modulus | 2.70 |
&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 #: | 59-I8P2G-19 | ||||||||
| Location: | Fulton County, KY | ||||||||||
| Sample Description: | Poorly Graded Sand (SP) - Brown | Sample Depth: (ft) | 83.5 | ||||||||
| Date Received: | 12/31/99 | ||||||||||
| Date Tested: | 02/05/20 | ||||||||||
| Tested By: | AT |
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