Pilot Hole Sieve Data_16-I8P2G-19.xls
XLS spreadsheet 3 MB Posted
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- Island 8, Parcel 2 Seepage Remediation
- Solicitation number
- W912EQ21B0009
About this file
This document contains details of a federal contract solicitation for seepage remediation work on Island 8, Parcel 2. The solicitation seeks relief wells, drainage pipes, drainage ditch modifications and replacements, culvert replacements, and debris removal. The work is located in Fulton County, Kentucky and is set aside for service-disabled veteran owned small businesses. Responses are to be submitted through sealed bids. The soliciting agency is the Department of the Army Corps of Engineers Engineering District Memphis.
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SUMMARY
| Project: | Island 8 Parcel 2 | Riser (ft): | 20 | |||||||||||||||||||
| Location: | Fulton County, KY | Screen (ft): | 84 | |||||||||||||||||||
| Well #: | 16-I8P2G-19 | |||||||||||||||||||||
| Design By: | JBT | Checked by: | ||||||||||||||||||||
| Date: | 4/28/20 | Date: | ||||||||||||||||||||
| A. Ground Elevation | 302.78 | 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 | 284.3 | 282.8 | Lean Clay (CL) - Black/Brown, With Sand | 0.14 | 0.14 | 0.13 | 0.12 | 0.12 | 0.11 | 0.10 | 0.09 | 0.08 | 0.08 | 0.00 | 0.00 | 0.14 | 13 | RISER | El. 282.8 / 20 ft | Blue | Borderline |
| 2 | 21 | 281.8 | 280.3 | Poorly Graded Sand (SP) - Brown, Saturated, Trace Gravel | 1.81 | 1.13 | 1.03 | 0.82 | 0.62 | 0.54 | 0.48 | 0.41 | 0.35 | 0.32 | 0.27 | 0.17 | 1.13 | 2 | SCREEN | Red | Fail | |
| 3 | 24 | 279.3 | 277.8 | Poorly Graded Sand (SP) - Brown, Saturated, Trace Gravel | 0.65 | 0.53 | 0.45 | 0.40 | 0.36 | 0.32 | 0.29 | 0.25 | 0.21 | 0.19 | 0.17 | 0.12 | 0.53 | 3 | Black | Pass | ||
| 4 | 26 | 276.8 | 275.3 | Poorly Graded Sand (SP) - Brown, Saturated | 1.08 | 0.92 | 0.75 | 0.57 | 0.52 | 0.46 | 0.41 | 0.37 | 0.32 | 0.30 | 0.23 | 0.16 | 0.92 | 2 | ||||
| 5 | 29 | 274.3 | 272.8 | Poorly Graded Sand (SP) - Brown, Saturated | 1.49 | 1.14 | 1.08 | 0.95 | 0.83 | 0.71 | 0.59 | 0.51 | 0.44 | 0.37 | 0.30 | 0.17 | 1.14 | 3 | ||||
| 6 | 31 | 271.8 | 270.3 | Poorly Graded Sand (SP) - Brown, Saturated | 0.99 | 0.85 | 0.70 | 0.58 | 0.54 | 0.50 | 0.47 | 0.43 | 0.37 | 0.33 | 0.30 | 0.18 | 0.85 | 2 | ||||
| 7 | 34 | 269.3 | 267.8 | Poorly Graded Sand (SP) - Brown, Saturated | 1.05 | 0.95 | 0.84 | 0.63 | 0.57 | 0.53 | 0.49 | 0.45 | 0.39 | 0.34 | 0.27 | 0.17 | 0.95 | 2 | ||||
| 8 | 36 | 266.8 | 265.3 | Poorly Graded Sand (SP) - Brown, Wet, Trace Lignite | 0.94 | 0.81 | 0.67 | 0.57 | 0.54 | 0.51 | 0.47 | 0.44 | 0.37 | 0.33 | 0.26 | 0.13 | 0.81 | 3 | ||||
| 9 | 39 | 264.3 | 262.8 | Poorly Graded Sand (SP) - Brown, Saturated. Trace Lean clay | 0.60 | 0.56 | 0.53 | 0.45 | 0.39 | 0.34 | 0.29 | 0.25 | 0.21 | 0.19 | 0.17 | 0.13 | 0.56 | 3 | ||||
| 10 | 41 | 261.8 | 260.3 | Poorly Graded Sand (SP) - Brown, Wet | 0.58 | 0.56 | 0.53 | 0.49 | 0.44 | 0.35 | 0.27 | 0.22 | 0.16 | 0.13 | 0.10 | 0.08 | 0.56 | 5 | ||||
| 11 | 44 | 259.3 | 257.8 | Poorly Graded Sand/Clayey Sand (SP-SC) - Brown, Saturated | 0.76 | 0.59 | 0.57 | 0.53 | 0.49 | 0.45 | 0.37 | 0.26 | 0.18 | 0.14 | 0.11 | 0.08 | 0.59 | 5 | ||||
| 12 | 46 | 256.8 | 255.3 | Poorly Graded Sand (SP) - Brown, Saturated | 0.93 | 0.79 | 0.66 | 0.56 | 0.52 | 0.48 | 0.43 | 0.37 | 0.31 | 0.26 | 0.21 | 0.16 | 0.79 | 2 | ||||
| 13 | 49 | 254.3 | 252.8 | Poorly Graded Sand (SP) - Brown, Wet | 1.03 | 0.93 | 0.84 | 0.65 | 0.57 | 0.53 | 0.49 | 0.45 | 0.39 | 0.35 | 0.31 | 0.19 | 0.93 | 2 | ||||
| 14 | 51 | 251.8 | 250.3 | Poorly Graded Sand (SP) - Brown, Saturated | 1.01 | 0.90 | 0.78 | 0.59 | 0.53 | 0.48 | 0.42 | 0.36 | 0.29 | 0.23 | 0.16 | 0.00 | 0.90 | 5 | ||||
| 15 | 54 | 249.3 | 247.8 | Poorly Graded Sand (SP) - Brown, Saturated, Trace Gravel | 1.08 | 0.99 | 0.91 | 0.74 | 0.59 | 0.54 | 0.50 | 0.45 | 0.37 | 0.32 | 0.23 | 0.11 | 0.99 | 4 | ||||
| 16 | 56 | 246.8 | 245.3 | Poorly Graded Sand (SP) - Brown, Wet | 1.10 | 1.05 | 1.01 | 0.91 | 0.81 | 0.72 | 0.62 | 0.50 | 0.32 | 0.23 | 0.15 | 0.10 | 1.05 | 3 | ||||
| 17 | 59 | 244.3 | 242.8 | Poorly Graded Sand/Clayey Sand (SP-SC) - Brown, Saturated | 1.12 | 1.06 | 1.00 | 0.88 | 0.77 | 0.65 | 0.51 | 0.31 | 0.20 | 0.15 | 0.12 | 0.08 | 1.06 | 4 | ||||
| 18 | 64 | 239.3 | 237.8 | Poorly Graded Sand (SP) - Brown, Saturated | 1.83 | 1.41 | 1.15 | 1.00 | 0.85 | 0.70 | 0.57 | 0.47 | 0.37 | 0.33 | 0.27 | 0.16 | 1.41 | 3 | ||||
| 19 | 69 | 234.3 | 232.8 | Poorly Graded Sand (SP) - Brown/Black, Saturated, Lignite | 2.11 | 1.79 | 1.47 | 1.08 | 0.90 | 0.72 | 0.56 | 0.45 | 0.33 | 0.25 | 0.17 | 0.08 | 1.79 | 5 | ||||
| 20 | 74 | 229.3 | 227.8 | Poorly Graded Sand (SP) - Brown, Saturated | 2.30 | 2.06 | 1.82 | 1.34 | 1.06 | 0.88 | 0.71 | 0.54 | 0.38 | 0.27 | 0.16 | 0.00 | 2.06 | 5 | ||||
| 21 | 79 | 224.3 | 222.8 | Poorly Graded Sand (SP) - Brown/Black, Saturated, Trace Gravel | 4.73 | 3.93 | 3.13 | 2.13 | 1.67 | 1.21 | 0.96 | 0.73 | 0.49 | 0.35 | 0.23 | 0.11 | 3.93 | 4 | ||||
| 22 | 84 | 219.3 | 217.8 | Poorly Graded Gravel/Clayey Gravel (GP-GC) - Brown, Saturated | 9.36 | 8.68 | 8.00 | 6.64 | 5.28 | 4.00 | 2.78 | 1.69 | 0.85 | 0.50 | 0.25 | 0.15 | 8.68 | 3 | ||||
| 23 | 89 | 214.3 | 212.8 | Poorly Graded Sand (SP) - Brown, Saturated | 10.09 | 8.70 | 7.31 | 4.63 | 3.09 | 2.04 | 1.43 | 0.96 | 0.60 | 0.40 | 0.22 | 0.09 | 8.70 | 4 | ||||
| 24 | 94 | 209.3 | 207.8 | Poorly Graded Sand (SP) - Grey, Saturated, Trace Lean clay | 2.01 | 1.61 | 1.21 | 1.00 | 0.82 | 0.63 | 0.50 | 0.33 | 0.20 | 0.15 | 0.10 | 0.00 | 1.61 | 6 | ||||
| 25 | 99 | 204.3 | 202.8 | Poorly Graded Sand (SP) | 5.56 | 4.38 | 3.90 | 2.95 | 2.19 | 1.74 | 1.29 | 0.72 | 0.29 | 0.22 | 0.16 | 0.00 | 4.38 | 6 | ||||
| 26 | 104 | 199.3 | 197.8 | Poorly Graded Sand/Silty Sand (SP-SM) - Grey/Black, Saturated, Trace Gravel | 7.77 | 5.92 | 4.40 | 2.50 | 1.00 | 0.46 | 0.29 | 0.23 | 0.18 | 0.15 | 0.10 | 0.00 | 5.92 | 8 | El. 198.8 / 84 ft | |||
| 27 | 109 | 194.3 | 192.8 | Poorly Graded Sand (SP) - Grey, Saturated, Trace Gravel | 11.07 | 7.23 | 4.26 | 2.00 | 1.11 | 0.86 | 0.62 | 0.50 | 0.36 | 0.24 | 0.15 | 0.00 | 7.23 | 7 | ||||
| 28 | 114 | 189.3 | 187.8 | Poorly Graded Gravel (GP) - Grey, Saturated | 17.46 | 16.04 | 14.63 | 11.81 | 8.99 | 6.16 | 3.63 | 1.68 | 0.65 | 0.35 | 0.21 | 0.09 | 16.04 | 5 | ||||
| 29 | 119 | 184.3 | 182.8 | Poorly Graded Gravel (GP) - Brown, Saturated | 13.98 | 13.20 | 12.42 | 10.86 | 9.29 | 7.73 | 6.17 | 4.57 | 2.57 | 1.55 | 0.71 | 0.20 | 13.20 | 3 | ||||
| 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 | |||
| 16-I8P2G-19 | 18.5 | 1 | 0.14 | 0.12 | 0.09 | 0.08 | 0.00 |
| 16-I8P2G-19 | 21 | 2 | 1.13 | 0.62 | 0.41 | 0.32 | 0.27 |
| 16-I8P2G-19 | 23.5 | 3 | 0.53 | 0.36 | 0.25 | 0.19 | 0.17 |
| 16-I8P2G-19 | 26 | 4 | 0.92 | 0.52 | 0.37 | 0.30 | 0.23 |
| 16-I8P2G-19 | 28.5 | 5 | 1.14 | 0.83 | 0.51 | 0.37 | 0.30 |
| 16-I8P2G-19 | 31 | 6 | 0.85 | 0.54 | 0.43 | 0.33 | 0.30 |
| 16-I8P2G-19 | 33.5 | 7 | 0.95 | 0.57 | 0.45 | 0.34 | 0.27 |
| 16-I8P2G-19 | 36 | 8 | 0.81 | 0.54 | 0.44 | 0.33 | 0.26 |
| 16-I8P2G-19 | 38.5 | 9 | 0.56 | 0.39 | 0.25 | 0.19 | 0.17 |
| 16-I8P2G-19 | 41 | 10 | 0.56 | 0.44 | 0.22 | 0.13 | 0.10 |
| 16-I8P2G-19 | 43.5 | 11 | 0.59 | 0.49 | 0.26 | 0.14 | 0.11 |
| 16-I8P2G-19 | 46 | 12 | 0.79 | 0.52 | 0.37 | 0.26 | 0.21 |
| 16-I8P2G-19 | 48.5 | 13 | 0.93 | 0.57 | 0.45 | 0.35 | 0.31 |
| 16-I8P2G-19 | 51 | 14 | 0.90 | 0.53 | 0.36 | 0.23 | 0.16 |
| 16-I8P2G-19 | 53.5 | 15 | 0.99 | 0.59 | 0.45 | 0.32 | 0.23 |
| 16-I8P2G-19 | 56 | 16 | 1.05 | 0.81 | 0.50 | 0.23 | 0.15 |
| 16-I8P2G-19 | 58.5 | 17 | 1.06 | 0.77 | 0.31 | 0.15 | 0.12 |
| 16-I8P2G-19 | 63.5 | 18 | 1.41 | 0.85 | 0.47 | 0.33 | 0.27 |
| 16-I8P2G-19 | 68.5 | 19 | 1.79 | 0.90 | 0.45 | 0.25 | 0.17 |
| 16-I8P2G-19 | 73.5 | 20 | 2.06 | 1.06 | 0.54 | 0.27 | 0.16 |
| 16-I8P2G-19 | 78.5 | 21 | 3.93 | 1.67 | 0.73 | 0.35 | 0.23 |
| 16-I8P2G-19 | 83.5 | 22 | 8.68 | 5.28 | 1.69 | 0.50 | 0.25 |
| 16-I8P2G-19 | 88.5 | 23 | 8.70 | 3.09 | 0.96 | 0.40 | 0.22 |
| 16-I8P2G-19 | 93.5 | 24 | 1.61 | 0.82 | 0.33 | 0.15 | 0.10 |
| 16-I8P2G-19 | 98.5 | 25 | 4.38 | 2.19 | 0.72 | 0.22 | 0.16 |
| 16-I8P2G-19 | 103.5 | 26 | 5.92 | 1.00 | 0.23 | 0.15 | 0.10 |
| 16-I8P2G-19 | 108.5 | 27 | 7.23 | 1.11 | 0.50 | 0.24 | 0.15 |
| 16-I8P2G-19 | 113.5 | 28 | 16.04 | 8.99 | 1.68 | 0.35 | 0.21 |
| 16-I8P2G-19 | 118.5 | 29 | 13.20 | 9.29 | 4.57 | 1.55 | 0.71 |
| 16-I8P2G-19 | 0 | 30 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 |
| 16-I8P2G-19 | 0 | 31 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 |
| 16-I8P2G-19 | 0 | 32 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 |
| 16-I8P2G-19 | 0 | 33 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 |
| 16-I8P2G-19 | 0 | 34 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 |
| 16-I8P2G-19 | 0 | 35 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 |
| 16-I8P2G-19 | 0 | 36 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 |
| 16-I8P2G-19 | 0 | 37 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 |
| 16-I8P2G-19 | 0 | 38 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 |
| 16-I8P2G-19 | 0 | 39 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 |
| 16-I8P2G-19 | 0 | 40 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 |
| 16-I8P2G-19 | 0 | 41 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 |
| 16-I8P2G-19 | 0 | 42 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 |
| 16-I8P2G-19 | 0 | 43 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 |
| 16-I8P2G-19 | 0 | 44 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 |
| 16-I8P2G-19 | 0 | 45 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 |
| 16-I8P2G-19 | 0 | 46 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 |
| 16-I8P2G-19 | 0 | 47 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 |
| 16-I8P2G-19 | 0 | 48 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 |
| 16-I8P2G-19 | 0 | 49 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 |
| 16-I8P2G-19 | 0 | 50 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 |
SAMPLE # (1)
| Project Name: | Island 8 Parcel 2 | Relief Well #: | 16-I8P2G-19 | ||||||||
| Location: | Fulton County, KY | ||||||||||
| Sample Description: | Lean Clay (CL) - Black/Brown, With Sand | Sample Depth: (ft) | 18.5 | ||||||||
| Date Received: | |||||||||||
| Date Tested: | 09/11/19 | (Top of Sample Only) | |||||||||
| Tested By: | EG | ||||||||||
| Before 200 Wash | After 200 Wash | For Government Use Only | |||||||||
| Wt. Tare (g) | 177.68 | Wt. Tare (g) | 0 | D85 (mm) | 0.14 | <---*NOTE: D85 is estimated linearly from a log graph & should be verified & changed if required. | Screen | ||||
| Wt. Tare + Dry soil (g) | 502.43 | Wt. Tare + Dry soil (g) | 281.98 | Screen/Riser | Riser | ||||||
| Original Wt. Dry Soil (g) | 324.75 | Washed Wt. Dry Soil (g) | 281.98 | 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 | 0.14 | ||||
| #4 | 4.750 | 0.00 | 0.00 | 0.0 | 100.0 | D80 | 0.13 | ||||
| #8 | 2.360 | 0.00 | 0.00 | 0.0 | 100.0 | D70 | 0.12 | ||||
| #16 | 1.180 | 0.00 | 0.00 | 0.0 | 100.0 | D60 | 0.12 | ||||
| #30 | 0.600 | 0.00 | 0.00 | 0.0 | 100.0 | D50 | 0.11 | ||||
| #40 | 0.425 | 0.00 | 0.00 | 0.0 | 100.0 | D40 | 0.10 | ||||
| #50 | 0.300 | 0.00 | 0.00 | 0.0 | 100.0 | D30 | 0.09 | ||||
| #100 | 0.150 | 0.00 | 0.00 | 0.0 | 100.0 | D20 | 0.08 | ||||
| #200 | 0.075 | 281.98 | 281.98 | 281.98 | 86.8 | 13.2 | D15 | 0.08 | |||
| Pan | ----- | 0.00 | 281.98 | D10 | 0.00 | ||||||
| Total fines < #200 (g) | 42.8 | Acceptance Check (must be 1.003>x>0.997)=(F25/F11) | 1.000 | 0 | D5 | 0.00 | |||||
| Fineness Modulus | 0.87 |
&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 #: | 16-I8P2G-19 | ||||||||
| Location: | Fulton County, KY | ||||||||||
| Sample Description: | Poorly Graded Sand (SP) - Brown, Saturated, Trace Gravel | Sample Depth: (ft) | 21 | ||||||||
| Date Received: | 12/31/99 | ||||||||||
| Date Tested: | 09/12/19 | ||||||||||
| Tested By: | EG | ||||||||||
| Before 200 Wash | After 200 Wash | For Government Use Only | |||||||||
| Wt. Tare (g) | 516.06 | Wt. Tare (g) | 516.06 | D85 (mm) | 1.13 | <---*NOTE: D85 is estimated linearly from a log graph & should be verified & changed if required. | Screen | ||||
| Wt. Tare + Dry soil (g) | 833.04 | Wt. Tare + Dry soil (g) | 826.09 | Screen/Riser | Riser | ||||||
| Original Wt. Dry Soil (g) | 316.98 | Washed Wt. Dry Soil (g) | 310.03 | 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 | 1.81 | ||||||||||
| 3/8' | 9.500 | 3.52 | 3.52 | 3.52 | 1.1 | 98.9 | D85 | 1.13 | |||
| #4 | 4.750 | 12.71 | 12.71 | 16.23 | 5.1 | 94.9 | D80 | 1.03 | |||
| #8 | 2.360 | 8.47 | 8.47 | 24.70 | 7.8 | 92.2 | D70 | 0.82 | |||
| #16 | 1.180 | 15.02 | 15.02 | 39.72 | 12.5 | 87.5 | D60 | 0.62 | |||
| #30 | 0.600 | 90.43 | 90.43 | 130.15 | 41.1 | 58.9 | D50 | 0.54 | |||
| #40 | 0.425 | 85.66 | 85.66 | 215.81 | 68.1 | 31.9 | D40 | 0.48 | |||
| #50 | 0.300 | 63.73 | 63.73 | 279.54 | 88.2 | 11.8 | D30 | 0.41 | |||
| #100 | 0.150 | 24.96 | 24.96 | 304.50 | 96.1 | 3.9 | D20 | 0.35 | |||
| #200 | 0.075 | 4.79 | 4.79 | 309.29 | 97.6 | 2.4 | D15 | 0.32 | |||
| Pan | ----- | 0.42 | 0.42 | 309.71 | D10 | 0.27 | |||||
| Total fines < #200 (g) | 7.4 | Acceptance Check (must be 1.003>x>0.997)=(F25/F11) | 0.999 | 0 | D5 | 0.17 | |||||
| Fineness Modulus | 4.18 |
&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 #: | 16-I8P2G-19 | ||||||||
| Location: | Fulton County, KY | ||||||||||
| Sample Description: | Poorly Graded Sand (SP) - Brown, Saturated, Trace Gravel | Sample Depth: (ft) | 23.5 | ||||||||
| Date Received: | 12/31/99 | ||||||||||
| Date Tested: | 09/12/19 | ||||||||||
| Tested By: | EG | ||||||||||
| Before 200 Wash | After 200 Wash | For Government Use Only | |||||||||
| Wt. Tare (g) | 506.48 | Wt. Tare (g) | 506.48 | 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) | 1002.32 | Wt. Tare + Dry soil (g) | 986.38 | Screen/Riser | Riser | ||||||
| Original Wt. Dry Soil (g) | 495.84 | Washed Wt. Dry Soil (g) | 479.9 | 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 | 0.65 | ||||||||||
| 3/8' | 9.500 | 12.55 | 12.55 | 12.55 | 2.5 | 97.5 | D85 | 0.53 | |||
| #4 | 4.750 | 4.62 | 4.62 | 17.17 | 3.5 | 96.5 | D80 | 0.45 | |||
| #8 | 2.360 | 10.12 | 10.12 | 27.29 | 5.5 | 94.5 | D70 | 0.40 | |||
| #16 | 1.180 | 5.30 | 5.30 | 32.59 | 6.6 | 93.4 | D60 | 0.36 | |||
| #30 | 0.600 | 18.64 | 18.64 | 51.23 | 10.3 | 89.7 | D50 | 0.32 | |||
| #40 | 0.425 | 56.87 | 56.87 | 108.10 | 21.8 | 78.2 | D40 | 0.29 | |||
| #50 | 0.300 | 173.01 | 173.01 | 281.11 | 56.7 | 43.3 | D30 | 0.25 | |||
| #100 | 0.150 | 184.55 | 184.55 | 465.66 | 93.9 | 6.1 | D20 | 0.21 | |||
| #200 | 0.075 | 13.28 | 13.28 | 478.94 | 96.6 | 3.4 | D15 | 0.19 | |||
| Pan | ----- | 1.22 | 1.22 | 480.16 | D10 | 0.17 | |||||
| Total fines < #200 (g) | 17.2 | Acceptance Check (must be 1.003>x>0.997)=(F25/F11) | 1.001 | 0 | D5 | 0.12 | |||||
| Fineness Modulus | 2.97 |
&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 #: | 16-I8P2G-19 | ||||||||
| Location: | Fulton County, KY | ||||||||||
| Sample Description: | Poorly Graded Sand (SP) - Brown, Saturated | Sample Depth: (ft) | 26 | ||||||||
| Date Received: | 12/31/99 | ||||||||||
| Date Tested: | 09/12/19 | ||||||||||
| Tested By: | AB | ||||||||||
| Before 200 Wash | After 200 Wash | For Government Use Only | |||||||||
| Wt. Tare (g) | 521.44 | Wt. Tare (g) | 521.44 | D85 (mm) | 0.92 | <---*NOTE: D85 is estimated linearly from a log graph & should be verified & changed if required. | Screen | ||||
| Wt. Tare + Dry soil (g) | 855.15 | Wt. Tare + Dry soil (g) | 847.33 | Screen/Riser | Riser | ||||||
| Original Wt. Dry Soil (g) | 333.71 | Washed Wt. Dry Soil (g) | 325.89 | 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 | 1.08 | ||||||||||
| 3/8' | 9.500 | 0.00 | 0.00 | 0.00 | 0.0 | 100.0 | D85 | 0.92 | |||
| #4 | 4.750 | 6.27 | 6.27 | 6.27 | 1.9 | 98.1 | D80 | 0.75 | |||
| #8 | 2.360 | 4.20 | 4.20 | 10.47 | 3.1 | 96.9 | D70 | 0.57 | |||
| #16 | 1.180 | 12.83 | 12.83 | 23.30 | 7.0 | 93.0 | D60 | 0.52 | |||
| #30 | 0.600 | 59.07 | 59.07 | 82.37 | 24.7 | 75.3 | D50 | 0.46 | |||
| #40 | 0.425 | 108.90 | 108.90 | 191.27 | 57.3 | 42.7 | D40 | 0.41 | |||
| #50 | 0.300 | 92.36 | 92.36 | 283.63 | 85.0 | 15.0 | D30 | 0.37 | |||
| #100 | 0.150 | 36.06 | 36.06 | 319.69 | 95.8 | 4.2 | D20 | 0.32 | |||
| #200 | 0.075 | 6.16 | 6.16 | 325.85 | 97.6 | 2.4 | D15 | 0.30 | |||
| Pan | ----- | 0.25 | 0.25 | 326.10 | D10 | 0.23 | |||||
| Total fines < #200 (g) | 8.1 | Acceptance Check (must be 1.003>x>0.997)=(F25/F11) | 1.001 | 0 | D5 | 0.16 | |||||
| Fineness Modulus | 3.72 |
&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 #: | 16-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: | 09/12/19 | ||||||||||
| Tested By: | EG | ||||||||||
| Before 200 Wash | After 200 Wash | For Government Use Only | |||||||||
| Wt. Tare (g) | 242.04 | Wt. Tare (g) | 242.04 | D85 (mm) | 1.14 | <---*NOTE: D85 is estimated linearly from a log graph & should be verified & changed if required. | Screen | ||||
| Wt. Tare + Dry soil (g) | 705.06 | Wt. Tare + Dry soil (g) | 693.97 | Screen/Riser | Riser | ||||||
| Original Wt. Dry Soil (g) | 463.02 | Washed Wt. Dry Soil (g) | 451.93 | 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 | 1.49 | ||||||||||
| 3/8' | 9.500 | 11.22 | 11.22 | 11.22 | 2.4 | 97.6 | D85 | 1.14 | |||
| #4 | 4.750 | 4.63 | 4.63 | 15.85 | 3.4 | 96.6 | D80 | 1.08 | |||
| #8 | 2.360 | 6.38 | 6.38 | 22.23 | 4.8 | 95.2 | D70 | 0.95 | |||
| #16 | 1.180 | 32.56 | 32.56 | 54.79 | 11.8 | 88.2 | D60 | 0.83 | |||
| #30 | 0.600 | 216.41 | 216.41 | 271.20 | 58.6 | 41.4 | D50 | 0.71 | |||
| #40 | 0.425 | 105.24 | 105.24 | 376.44 | 81.3 | 18.7 | D40 | 0.59 | |||
| #50 | 0.300 | 41.81 | 41.81 | 418.25 | 90.3 | 9.7 | D30 | 0.51 | |||
| #100 | 0.150 | 24.51 | 24.51 | 442.76 | 95.6 | 4.4 | D20 | 0.44 | |||
| #200 | 0.075 | 8.42 | 8.42 | 451.18 | 97.4 | 2.6 | D15 | 0.37 | |||
| Pan | ----- | 0.62 | 0.62 | 451.80 | D10 | 0.30 | |||||
| Total fines < #200 (g) | 11.7 | Acceptance Check (must be 1.003>x>0.997)=(F25/F11) | 1.000 | 0 | D5 | 0.17 | |||||
| Fineness Modulus | 4.46 |
&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 #: | 16-I8P2G-19 | ||||||||
| Location: | Fulton County, KY | ||||||||||
| Sample Description: | Poorly Graded Sand (SP) - Brown, Saturated | Sample Depth: (ft) | 31 | ||||||||
| Date Received: | 12/31/99 | ||||||||||
| Date Tested: | 09/11/19 | ||||||||||
| Tested By: | AT | ||||||||||
| Before 200 Wash | After 200 Wash | For Government Use Only | |||||||||
| Wt. Tare (g) | 239.14 | Wt. Tare (g) | 239.14 | D85 (mm) | 0.85 | <---*NOTE: D85 is estimated linearly from a log graph & should be verified & changed if required. | Screen | ||||
| Wt. Tare + Dry soil (g) | 573.65 | Wt. Tare + Dry soil (g) | 565.43 | Screen/Riser | Riser | ||||||
| Original Wt. Dry Soil (g) | 334.51 | Washed Wt. Dry Soil (g) | 326.29 | 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 | 0.99 | ||||||||||
| 3/8' | 9.500 | 0.00 | 0.00 | 0.00 | 0.0 | 100.0 | D85 | 0.85 | |||
| #4 | 4.750 | 5.93 | 5.93 | 5.93 | 1.8 | 98.2 | D80 | 0.70 | |||
| #8 | 2.360 | 2.76 | 2.76 | 8.69 | 2.6 | 97.4 | D70 | 0.58 | |||
| #16 | 1.180 | 3.48 | 3.48 | 12.17 | 3.6 | 96.4 | D60 | 0.54 | |||
| #30 | 0.600 | 66.60 | 66.60 | 78.77 | 23.5 | 76.5 | D50 | 0.50 | |||
| #40 | 0.425 | 159.65 | 159.65 | 238.42 | 71.3 | 28.7 | D40 | 0.47 | |||
| #50 | 0.300 | 63.71 | 63.71 | 302.13 | 90.3 | 9.7 | D30 | 0.43 | |||
| #100 | 0.150 | 18.80 | 18.80 | 320.93 | 95.9 | 4.1 | D20 | 0.37 | |||
| #200 | 0.075 | 5.61 | 5.61 | 326.54 | 97.6 | 2.4 | D15 | 0.33 | |||
| Pan | ----- | 0.13 | 0.13 | 326.67 | D10 | 0.30 | |||||
| Total fines < #200 (g) | 8.4 | Acceptance Check (must be 1.003>x>0.997)=(F25/F11) | 1.001 | 0 | D5 | 0.18 | |||||
| Fineness Modulus | 3.87 |
&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 #: | 16-I8P2G-19 | ||||||||
| Location: | Fulton County, KY | ||||||||||
| Sample Description: | Poorly Graded Sand (SP) - Brown, Saturated | Sample Depth: (ft) | 33.5 | ||||||||
| Date Received: | 12/31/99 | ||||||||||
| Date Tested: | 09/11/19 | ||||||||||
| Tested By: | AT | ||||||||||
| Before 200 Wash | After 200 Wash | For Government Use Only | |||||||||
| Wt. Tare (g) | 177.03 | Wt. Tare (g) | 177.03 | D85 (mm) | 0.95 | <---*NOTE: D85 is estimated linearly from a log graph & should be verified & changed if required. | Screen | ||||
| Wt. Tare + Dry soil (g) | 491.63 | Wt. Tare + Dry soil (g) | 486.12 | Screen/Riser | Riser | ||||||
| Original Wt. Dry Soil (g) | 314.6 | Washed Wt. Dry Soil (g) | 309.09 | 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 | 1.05 | ||||||||||
| 3/8' | 9.500 | 1.44 | 1.44 | 1.44 | 0.5 | 99.5 | D85 | 0.95 | |||
| #4 | 4.750 | 2.59 | 2.59 | 4.03 | 1.3 | 98.7 | D80 | 0.84 | |||
| #8 | 2.360 | 2.36 | 2.36 | 6.39 | 2.0 | 98.0 | D70 | 0.63 | |||
| #16 | 1.180 | 5.21 | 5.21 | 11.60 | 3.7 | 96.3 | D60 | 0.57 | |||
| #30 | 0.600 | 87.93 | 87.93 | 99.53 | 31.6 | 68.4 | D50 | 0.53 | |||
| #40 | 0.425 | 141.31 | 141.31 | 240.84 | 76.6 | 23.4 | D40 | 0.49 | |||
| #50 | 0.300 | 36.97 | 36.97 | 277.81 | 88.3 | 11.7 | D30 | 0.45 | |||
| #100 | 0.150 | 23.50 | 23.50 | 301.31 | 95.8 | 4.2 | D20 | 0.39 | |||
| #200 | 0.075 | 7.42 | 7.42 | 308.73 | 98.1 | 1.9 | D15 | 0.34 | |||
| Pan | ----- | 0.22 | 0.22 | 308.95 | D10 | 0.27 | |||||
| Total fines < #200 (g) | 5.7 | Acceptance Check (must be 1.003>x>0.997)=(F25/F11) | 1.000 | 0 | D5 | 0.17 | |||||
| Fineness Modulus | 3.98 |
&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 #: | 16-I8P2G-19 | ||||||||
| Location: | Fulton County, KY | ||||||||||
| Sample Description: | Poorly Graded Sand (SP) - Brown, Wet, Trace Lignite | Sample Depth: (ft) | 36 | ||||||||
| Date Received: | 12/31/99 | ||||||||||
| Date Tested: | 09/11/19 | ||||||||||
| Tested By: | AT | ||||||||||
| Before 200 Wash | After 200 Wash | For Government Use Only | |||||||||
| Wt. Tare (g) | 177.3 | Wt. Tare (g) | 177.3 | D85 (mm) | 0.81 | <---*NOTE: D85 is estimated linearly from a log graph & should be verified & changed if required. | Screen | ||||
| Wt. Tare + Dry soil (g) | 486.93 | Wt. Tare + Dry soil (g) | 477 | Screen/Riser | Riser | ||||||
| Original Wt. Dry Soil (g) | 309.63 | Washed Wt. Dry Soil (g) | 299.7 | 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 | 0.94 | ||||||||||
| 3/8' | 9.500 | 0.00 | 0.00 | 0.00 | 0.0 | 100.0 | D85 | 0.81 | |||
| #4 | 4.750 | 3.19 | 3.19 | 3.19 | 1.0 | 99.0 | D80 | 0.67 | |||
| #8 | 2.360 | 0.92 | 0.92 | 4.11 | 1.3 | 98.7 | D70 | 0.57 | |||
| #16 | 1.180 | 0.52 | 0.52 | 4.63 | 1.5 | 98.5 | D60 | 0.54 | |||
| #30 | 0.600 | 64.92 | 64.92 | 69.55 | 22.5 | 77.5 | D50 | 0.51 | |||
| #40 | 0.425 | 160.03 | 160.03 | 229.58 | 74.1 | 25.9 | D40 | 0.47 | |||
| #50 | 0.300 | 43.37 | 43.37 | 272.95 | 88.2 | 11.8 | D30 | 0.44 | |||
| #100 | 0.150 | 19.06 | 19.06 | 292.01 | 94.3 | 5.7 | D20 | 0.37 | |||
| #200 | 0.075 | 7.51 | 7.51 | 299.52 | 96.7 | 3.3 | D15 | 0.33 | |||
| Pan | ----- | 0.31 | 0.31 | 299.83 | D10 | 0.26 | |||||
| Total fines < #200 (g) | 10.2 | Acceptance Check (must be 1.003>x>0.997)=(F25/F11) | 1.000 | 0 | D5 | 0.13 | |||||
| Fineness Modulus | 3.80 |
&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 #: | 16-I8P2G-19 | ||||||||
| Location: | Fulton County, KY | ||||||||||
| Sample Description: | Poorly Graded Sand (SP) - Brown, Saturated. Trace Lean clay | Sample Depth: (ft) | 38.5 | ||||||||
| Date Received: | 12/31/99 | ||||||||||
| Date Tested: | 09/11/19 | ||||||||||
| Tested By: | AT | ||||||||||
| Before 200 Wash | After 200 Wash | For Government Use Only | |||||||||
| Wt. Tare (g) | 239.86 | Wt. Tare (g) | 239.86 | 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) | 561.82 | Wt. Tare + Dry soil (g) | 551.49 | Screen/Riser | Riser | ||||||
| Original Wt. Dry Soil (g) | 321.96 | Washed Wt. Dry Soil (g) | 311.63 | 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 | 3.05 | 3.05 | 3.05 | 0.9 | 99.1 | D85 | 0.56 | |||
| #4 | 4.750 | 2.05 | 2.05 | 5.10 | 1.6 | 98.4 | D80 | 0.53 | |||
| #8 | 2.360 | 1.79 | 1.79 | 6.89 | 2.1 | 97.9 | D70 | 0.45 | |||
| #16 | 1.180 | 0.97 | 0.97 | 7.86 | 2.4 | 97.6 | D60 | 0.39 | |||
| #30 | 0.600 | 22.87 | 22.87 | 30.73 | 9.5 | 90.5 | D50 | 0.34 | |||
| #40 | 0.425 | 78.87 | 78.87 | 109.60 | 34.0 | 66.0 | D40 | 0.29 | |||
| #50 | 0.300 | 74.27 | 74.27 | 183.87 | 57.1 | 42.9 | D30 | 0.25 | |||
| #100 | 0.150 | 119.37 | 119.37 | 303.24 | 94.2 | 5.8 | D20 | 0.21 | |||
| #200 | 0.075 | 8.22 | 8.22 | 311.46 | 96.7 | 3.3 | D15 | 0.19 | |||
| Pan | ----- | 0.30 | 0.30 | 311.76 | D10 | 0.17 | |||||
| Total fines < #200 (g) | 10.6 | Acceptance Check (must be 1.003>x>0.997)=(F25/F11) | 1.000 | 0 | D5 | 0.13 | |||||
| Fineness Modulus | 2.99 |
&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 #: | 16-I8P2G-19 | ||||||||
| Location: | Fulton County, KY | ||||||||||
| Sample Description: | Poorly Graded Sand (SP) - Brown, Wet | Sample Depth: (ft) | 41 | ||||||||
| Date Received: | 12/31/99 | ||||||||||
| Date Tested: | 09/12/19 | ||||||||||
| Tested By: | EG | ||||||||||
| Before 200 Wash | After 200 Wash | For Government Use Only | |||||||||
| Wt. Tare (g) | 240.09 | Wt. Tare (g) | 240.09 | 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) | 548.94 | Wt. Tare + Dry soil (g) | 536.61 | Screen/Riser | Riser | ||||||
| Original Wt. Dry Soil (g) | 308.85 | Washed Wt. Dry Soil (g) | 296.52 | 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 | 0.53 | |||
| #8 | 2.360 | 0.34 | 0.34 | 0.34 | 0.1 | 99.9 | D70 | 0.49 | |||
| #16 | 1.180 | 0.05 | 0.05 | 0.39 | 0.1 | 99.9 | D60 | 0.44 | |||
| #30 | 0.600 | 17.77 | 17.77 | 18.16 | 5.9 | 94.1 | D50 | 0.35 | |||
| #40 | 0.425 | 114.24 | 114.24 | 132.40 | 42.9 | 57.1 | D40 | 0.27 | |||
| #50 | 0.300 | 36.83 | 36.83 | 169.23 | 54.8 | 45.2 | D30 | 0.22 | |||
| #100 | 0.150 | 83.25 | 83.25 | 252.48 | 81.7 | 18.3 | D20 | 0.16 | |||
| #200 | 0.075 | 42.20 | 42.20 | 294.68 | 95.4 | 4.6 | D15 | 0.13 | |||
| Pan | ----- | 1.50 | 1.50 | 296.18 | D10 | 0.10 | |||||
| Total fines < #200 (g) | 13.8 | Acceptance Check (must be 1.003>x>0.997)=(F25/F11) | 0.999 | 0 | D5 | 0.08 | |||||
| Fineness Modulus | 2.81 |
&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 #: | 16-I8P2G-19 | ||||||||
| Location: | Fulton County, KY | ||||||||||
| Sample Description: | Poorly Graded Sand/Clayey Sand (SP-SC) - Brown, Saturated | Sample Depth: (ft) | 43.5 | ||||||||
| Date Received: | 12/31/99 | ||||||||||
| Date Tested: | 09/13/19 | ||||||||||
| Tested By: | EG | ||||||||||
| Before 200 Wash | After 200 Wash | For Government Use Only | |||||||||
| Wt. Tare (g) | 124.89 | Wt. Tare (g) | 124.89 | D85 (mm) | 0.59 | <---*NOTE: D85 is estimated linearly from a log graph & should be verified & changed if required. | Screen | ||||
| Wt. Tare + Dry soil (g) | 569.19 | Wt. Tare + Dry soil (g) | 553.11 | Screen/Riser | Riser | ||||||
| Original Wt. Dry Soil (g) | 444.3 | Washed Wt. Dry Soil (g) | 428.22 | 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 | 0.76 | ||||||||||
| 3/8' | 9.500 | 5.27 | 5.27 | 5.27 | 1.2 | 98.8 | D85 | 0.59 | |||
| #4 | 4.750 | 0.70 | 0.70 | 5.97 | 1.3 | 98.7 | D80 | 0.57 | |||
| #8 | 2.360 | 0.24 | 0.24 | 6.21 | 1.4 | 98.6 | D70 | 0.53 | |||
| #16 | 1.180 | 0.39 | 0.39 | 6.60 | 1.5 | 98.5 | D60 | 0.49 | |||
| #30 | 0.600 | 52.18 | 52.18 | 58.78 | 13.2 | 86.8 | D50 | 0.45 | |||
| #40 | 0.425 | 189.37 | 189.37 | 248.15 | 55.9 | 44.1 | D40 | 0.37 | |||
| #50 | 0.300 | 38.59 | 38.59 | 286.74 | 64.5 | 35.5 | D30 | 0.26 | |||
| #100 | 0.150 | 85.17 | 85.17 | 371.91 | 83.7 | 16.3 | D20 | 0.18 | |||
| #200 | 0.075 | 51.62 | 51.62 | 423.53 | 95.3 | 4.7 | D15 | 0.14 | |||
| Pan | ----- | 4.42 | 4.42 | 427.95 | D10 | 0.11 | |||||
| Total fines < #200 (g) | 20.5 | Acceptance Check (must be 1.003>x>0.997)=(F25/F11) | 0.999 | 0 | D5 | 0.08 | |||||
| Fineness Modulus | 3.18 |
&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 #: | 16-I8P2G-19 | ||||||||
| Location: | Fulton County, KY | ||||||||||
| Sample Description: | Poorly Graded Sand (SP) - Brown, Saturated | Sample Depth: (ft) | 46 | ||||||||
| Date Received: | 12/31/99 | ||||||||||
| Date Tested: | 09/12/19 | ||||||||||
| Tested By: | EG | ||||||||||
| Before 200 Wash | After 200 Wash | For Government Use Only | |||||||||
| Wt. Tare (g) | 128.73 | Wt. Tare (g) | 128.73 | D85 (mm) | 0.79 | <---*NOTE: D85 is estimated linearly from a log graph & should be verified & changed if required. | Screen | ||||
| Wt. Tare + Dry soil (g) | 461.72 | Wt. Tare + Dry soil (g) | 454.97 | Screen/Riser | Riser | ||||||
| Original Wt. Dry Soil (g) | 332.99 | Washed Wt. Dry Soil (g) | 326.24 | 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 | 0.93 | ||||||||||
| 3/8' | 9.500 | 0.00 | 0.00 | 0.00 | 0.0 | 100.0 | D85 | 0.79 | |||
| #4 | 4.750 | 0.00 | 0.00 | 0.00 | 0.0 | 100.0 | D80 | 0.66 | |||
| #8 | 2.360 | 0.49 | 0.49 | 0.49 | 0.1 | 99.9 | D70 | 0.56 | |||
| #16 | 1.180 | 1.42 | 1.42 | 1.91 | 0.6 | 99.4 | D60 | 0.52 | |||
| #30 | 0.600 | 71.58 | 71.58 | 73.49 | 22.1 | 77.9 | D50 | 0.48 | |||
| #40 | 0.425 | 131.90 | 131.90 | 205.39 | 61.7 | 38.3 | D40 | 0.43 | |||
| #50 | 0.300 | 66.74 | 66.74 | 272.13 | 81.7 | 18.3 | D30 | 0.37 | |||
| #100 | 0.150 | 46.59 | 46.59 | 318.72 | 95.7 | 4.3 | D20 | 0.31 | |||
| #200 | 0.075 | 6.51 | 6.51 | 325.23 | 97.7 | 2.3 | D15 | 0.26 | |||
| Pan | ----- | 0.67 | 0.67 | 325.90 | D10 | 0.21 | |||||
| Total fines < #200 (g) | 7.4 | Acceptance Check (must be 1.003>x>0.997)=(F25/F11) | 0.999 | 0 | D5 | 0.16 | |||||
| Fineness Modulus | 3.60 |
&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 #: | 16-I8P2G-19 | ||||||||
| Location: | Fulton County, KY | ||||||||||
| Sample Description: | Poorly Graded Sand (SP) - Brown, Wet | Sample Depth: (ft) | 48.5 | ||||||||
| Date Received: | 12/31/99 | ||||||||||
| Date Tested: | 09/16/19 | ||||||||||
| Tested By: | AT | ||||||||||
| Before 200 Wash | After 200 Wash | For Government Use Only | |||||||||
| Wt. Tare (g) | 130.07 | Wt. Tare (g) | 130.07 | D85 (mm) | 0.93 | <---*NOTE: D85 is estimated linearly from a log graph & should be verified & changed if required. | Screen | ||||
| Wt. Tare + Dry soil (g) | 449.5 | Wt. Tare + Dry soil (g) | 444.25 | Screen/Riser | Riser | ||||||
| Original Wt. Dry Soil (g) | 319.43 | Washed Wt. Dry Soil (g) | 314.18 | 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 | 1.03 | ||||||||||
| 3/8' | 9.500 | 2.63 | 2.63 | 2.63 | 0.8 | 99.2 | D85 | 0.93 | |||
| #4 | 4.750 | 0.29 | 0.29 | 2.92 | 0.9 | 99.1 | D80 | 0.84 | |||
| #8 | 2.360 | 0.78 | 0.78 | 3.70 | 1.2 | 98.8 | D70 | 0.65 | |||
| #16 | 1.180 | 2.67 | 2.67 | 6.37 | 2.0 | 98.0 | D60 | 0.57 | |||
| #30 | 0.600 | 98.22 | 98.22 | 104.59 | 32.7 | 67.3 | D50 | 0.53 | |||
| #40 | 0.425 | 138.68 | 138.68 | 243.27 | 76.2 | 23.8 | D40 | 0.49 | |||
| #50 | 0.300 | 46.95 | 46.95 | 290.22 | 90.9 | 9.1 | D30 | 0.45 | |||
| #100 | 0.150 | 17.52 | 17.52 | 307.74 | 96.3 | 3.7 | D20 | 0.39 | |||
| #200 | 0.075 | 5.87 | 5.87 | 313.61 | 98.2 | 1.8 | D15 | 0.35 | |||
| Pan | ----- | 0.62 | 0.62 | 314.23 | D10 | 0.31 | |||||
| Total fines < #200 (g) | 5.9 | Acceptance Check (must be 1.003>x>0.997)=(F25/F11) | 1.000 | 0 | D5 | 0.19 | |||||
| Fineness Modulus | 3.99 |
&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 #: | 16-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: | 09/17/19 | ||||||||||
| Tested By: | AT | ||||||||||
| Before 200 Wash | After 200 Wash | For Government Use Only | |||||||||
| Wt. Tare (g) | 126.78 | Wt. Tare (g) | 126.78 | D85 (mm) | 0.90 | <---*NOTE: D85 is estimated linearly from a log graph & should be verified & changed if required. | Screen | ||||
| Wt. Tare + Dry soil (g) | 472.63 | Wt. Tare + Dry soil (g) | 456.24 | Screen/Riser | Riser | ||||||
| Original Wt. Dry Soil (g) | 345.85 | Washed Wt. Dry Soil (g) | 329.46 | 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 | 1.01 | ||||||||||
| 3/8' | 9.500 | 0.00 | 0.00 | 0.00 | 0.0 | 100.0 | D85 | 0.90 | |||
| #4 | 4.750 | 1.50 | 1.50 | 1.50 | 0.4 | 99.6 | D80 | 0.78 | |||
| #8 | 2.360 | 1.68 | 1.68 | 3.18 | 0.9 | 99.1 | D70 | 0.59 | |||
| #16 | 1.180 | 6.69 | 6.69 | 9.87 | 2.9 | 97.1 | D60 | 0.53 | |||
| #30 | 0.600 | 86.72 | 86.72 | 96.59 | 27.9 | 72.1 | D50 | 0.48 | |||
| #40 | 0.425 | 109.86 | 109.86 | 206.45 | 59.7 | 40.3 | D40 | 0.42 | |||
| #50 | 0.300 | 68.16 | 68.16 | 274.61 | 79.4 | 20.6 | D30 | 0.36 | |||
| #100 | 0.150 | 39.38 | 39.38 | 313.99 | 90.8 | 9.2 | D20 | 0.29 | |||
| #200 | 0.075 | 14.20 | 14.20 | 328.19 | 94.9 | 5.1 | D15 | 0.23 | |||
| Pan | ----- | 1.60 | 1.60 | 329.79 | D10 | 0.16 | |||||
| Total fines < #200 (g) | 18.0 | Acceptance Check (must be 1.003>x>0.997)=(F25/F11) | 1.001 | 0 | D5 | 0.00 | |||||
| Fineness Modulus | 3.57 |
&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 #: | 16-I8P2G-19 | ||||||||
| Location: | Fulton County, KY | ||||||||||
| Sample Description: | Poorly Graded Sand (SP) - Brown, Saturated, Trace Gravel | Sample Depth: (ft) | 53.5 | ||||||||
| Date Received: | 12/31/99 | ||||||||||
| Date Tested: | 09/16/19 | ||||||||||
| Tested By: | EG | ||||||||||
| Before 200 Wash | After 200 Wash | For Government Use Only | |||||||||
| Wt. Tare (g) | 125.16 | Wt. Tare (g) | 125.16 | D85 (mm) | 0.99 | <---*NOTE: D85 is estimated linearly from a log graph & should be verified & changed if required. | Screen | ||||
| Wt. Tare + Dry soil (g) | 682.32 | Wt. Tare + Dry soil (g) | 665.28 | Screen/Riser | Riser | ||||||
| Original Wt. Dry Soil (g) | 557.16 | Washed Wt. Dry Soil (g) | 540.12 | 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 | 1.08 | ||||||||||
| 3/8' | 9.500 | 14.97 | 14.97 | 14.97 | 2.7 | 97.3 | D85 | 0.99 | |||
| #4 | 4.750 | 2.71 | 2.71 | 17.68 | 3.2 | 96.8 | D80 | 0.91 | |||
| #8 | 2.360 | 1.34 | 1.34 | 19.02 | 3.4 | 96.6 | D70 | 0.74 | |||
| #16 | 1.180 | 2.95 | 2.95 | 21.97 | 3.9 | 96.1 | D60 | 0.59 | |||
| #30 | 0.600 | 191.32 | 191.32 | 213.29 | 38.3 | 61.7 | D50 | 0.54 | |||
| #40 | 0.425 | 206.85 | 206.85 | 420.14 | 75.4 | 24.6 | D40 | 0.50 | |||
| #50 | 0.300 | 61.62 | 61.62 | 481.76 | 86.5 | 13.5 | D30 | 0.45 | |||
| #100 | 0.150 | 39.63 | 39.63 | 521.39 | 93.6 | 6.4 | D20 | 0.37 | |||
| #200 | 0.075 | 15.36 | 15.36 | 536.75 | 96.3 | 3.7 | D15 | 0.32 | |||
| Pan | ----- | 3.03 | 3.03 | 539.78 | D10 | 0.23 | |||||
| Total fines < #200 (g) | 20.1 | Acceptance Check (must be 1.003>x>0.997)=(F25/F11) | 0.999 | 0 | D5 | 0.11 | |||||
| Fineness Modulus | 4.03 |
&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 #: | 16-I8P2G-19 | ||||||||
| Location: | Fulton County, KY | ||||||||||
| Sample Description: | Poorly Graded Sand (SP) - Brown, Wet | Sample Depth: (ft) | 56 | ||||||||
| Date Received: | 12/31/99 | ||||||||||
| Date Tested: | 09/16/19 | ||||||||||
| Tested By: | AT | ||||||||||
| Before 200 Wash | After 200 Wash | For Government Use Only | |||||||||
| Wt. Tare (g) | 127.49 | Wt. Tare (g) | 127.49 | D85 (mm) | 1.05 | <---*NOTE: D85 is estimated linearly from a log graph & should be verified & changed if required. | Screen | ||||
| Wt. Tare + Dry soil (g) | 554.05 | Wt. Tare + Dry soil (g) | 544.65 | Screen/Riser | Riser | ||||||
| Original Wt. Dry Soil (g) | 426.56 | Washed Wt. Dry Soil (g) | 417.16 | 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 | 1.10 | ||||||||||
| 3/8' | 9.500 | 0.00 | 0.00 | 0.00 | 0.0 | 100.0 | D85 | 1.05 | |||
| #4 | 4.750 | 0.48 | 0.48 | 0.48 | 0.1 | 99.9 | D80 | 1.01 | |||
| #8 | 2.360 | 1.92 | 1.92 | 2.40 | 0.6 | 99.4 | D70 | 0.91 | |||
| #16 | 1.180 | 5.91 | 5.91 | 8.31 | 1.9 | 98.1 | D60 | 0.81 | |||
| #30 | 0.600 | 256.16 | 256.16 | 264.47 | 62.0 | 38.0 | D50 | 0.72 | |||
| #40 | 0.425 | 61.90 | 61.90 | 326.37 | 76.5 | 23.5 | D40 | 0.62 | |||
| #50 | 0.300 | 18.11 | 18.11 | 344.48 | 80.8 | 19.2 | D30 | 0.50 | |||
| #100 | 0.150 | 39.83 | 39.83 | 384.31 | 90.1 | 9.9 | D20 | 0.32 | |||
| #200 | 0.075 | 29.89 | 29.89 | 414.20 | 97.1 | 2.9 | D15 | 0.23 | |||
| Pan | ----- | 3.12 | 3.12 | 417.32 | D10 | 0.15 | |||||
| Total fines < #200 (g) | 12.5 | Acceptance Check (must be 1.003>x>0.997)=(F25/F11) | 1.000 | 0 | D5 | 0.10 | |||||
| Fineness Modulus | 4.09 |
&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 #: | 16-I8P2G-19 | ||||||||
| Location: | Fulton County, KY | ||||||||||
| Sample Description: | Poorly Graded Sand/Clayey Sand (SP-SC) - Brown, Saturated | Sample Depth: (ft) | 58.5 | ||||||||
| Date Received: | 12/31/99 | ||||||||||
| Date Tested: | 09/12/19 | ||||||||||
| Tested By: | EG | ||||||||||
| Before 200 Wash | After 200 Wash | For Government Use Only | |||||||||
| Wt. Tare (g) | 129.73 | Wt. Tare (g) | 129.73 | D85 (mm) | 1.06 | <---*NOTE: D85 is estimated linearly from a log graph & should be verified & changed if required. | Screen | ||||
| Wt. Tare + Dry soil (g) | 496.3 | Wt. Tare + Dry soil (g) | 483.39 | Screen/Riser | Riser | ||||||
| Original Wt. Dry Soil (g) | 366.57 | Washed Wt. Dry Soil (g) | 353.66 | 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 | 1.12 | ||||||||||
| 3/8' | 9.500 | 0.00 | 0.00 | 0.00 | 0.0 | 100.0 | D85 | 1.06 | |||
| #4 | 4.750 | 0.00 | 0.00 | 0.00 | 0.0 | 100.0 | D80 | 1.00 | |||
| #8 | 2.360 | 1.64 | 1.64 | 1.64 | 0.4 | 99.6 | D70 | 0.88 | |||
| #16 | 1.180 | 16.36 | 16.36 | 18.00 | 4.9 | 95.1 | D60 | 0.77 | |||
| #30 | 0.600 | 180.72 | 180.72 | 198.72 | 54.2 | 45.8 | D50 | 0.65 | |||
| #40 | 0.425 | 40.14 | 40.14 | 238.86 | 65.2 | 34.8 | D40 | 0.51 | |||
| #50 | 0.300 | 19.28 | 19.28 | 258.14 | 70.4 | 29.6 | D30 | 0.31 | |||
| #100 | 0.150 | 54.72 | 54.72 | 312.86 | 85.3 | 14.7 | D20 | 0.20 | |||
| #200 | 0.075 | 37.27 | 37.27 | 350.13 | 95.5 | 4.5 | D15 | 0.15 | |||
| Pan | ----- | 3.23 | 3.23 | 353.36 | D10 | 0.12 | |||||
| Total fines < #200 (g) | 16.1 | Acceptance Check (must be 1.003>x>0.997)=(F25/F11) | 0.999 | 0 | D5 | 0.08 | |||||
| Fineness Modulus | 3.76 |
&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 #: | 16-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: | 09/17/19 | ||||||||||
| Tested By: | AT | ||||||||||
| Before 200 Wash | After 200 Wash | For Government Use Only | |||||||||
| Wt. Tare (g) | 125.21 | Wt. Tare (g) | 125.21 | D85 (mm) | 1.41 | <---*NOTE: D85 is estimated linearly from a log graph & should be verified & changed if required. | Screen | ||||
| Wt. Tare + Dry soil (g) | 570.18 | Wt. Tare + Dry soil (g) | 559.22 | Screen/Riser | Riser | ||||||
| Original Wt. Dry Soil (g) | 444.97 | Washed Wt. Dry Soil (g) | 434.01 | 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 | 1.83 | ||||||||||
| 3/8' | 9.500 | 0.00 | 0.00 | 0.00 | 0.0 | 100.0 | D85 | 1.41 | |||
| #4 | 4.750 | 2.89 | 2.89 | 2.89 | 0.6 | 99.4 | D80 | 1.15 | |||
| #8 | 2.360 | 13.15 | 13.15 | 16.04 | 3.6 | 96.4 | D70 | 1.00 | |||
| #16 | 1.180 | 63.30 | 63.30 | 79.34 | 17.8 | 82.2 | D60 | 0.85 | |||
| #30 | 0.600 | 173.39 | 173.39 | 252.73 | 56.8 | 43.2 | D50 | 0.70 | |||
| #40 | 0.425 | 76.90 | 76.90 | 329.63 | 74.1 | 25.9 | D40 | 0.57 | |||
| #50 | 0.300 | 65.43 | 65.43 | 395.06 | 88.8 | 11.2 | D30 | 0.47 | |||
| #100 | 0.150 | 29.60 | 29.60 | 424.66 | 95.4 | 4.6 | D20 | 0.37 | |||
| #200 | 0.075 | 7.96 | 7.96 | 432.62 | 97.2 | 2.8 | D15 | 0.33 | |||
| Pan | ----- | 1.12 | 1.12 | 433.74 | D10 | 0.27 | |||||
| Total fines < #200 (g) | 12.1 | Acceptance Check (must be 1.003>x>0.997)=(F25/F11) | 0.999 | 0 | D5 | 0.16 | |||||
| Fineness Modulus | 4.34 |
&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 #: | 16-I8P2G-19 | ||||||||
| Location: | Fulton County, KY | ||||||||||
| Sample Description: | Poorly Graded Sand (SP) - Brown/Black, Saturated, Lignite | Sample Depth: (ft) | 68.5 | ||||||||
| Date Received: | 12/31/99 | ||||||||||
| Date Tested: | 09/13/19 | ||||||||||
| Tested By: | EG | ||||||||||
| Before 200 Wash | After 200 Wash | For Government Use Only | |||||||||
| Wt. Tare (g) | 125.03 | Wt. Tare (g) | 125.03 | D85 (mm) | 1.79 | <---*NOTE: D85 is estimated linearly from a log graph & should be verified & changed if required. | Screen | ||||
| Wt. Tare + Dry soil (g) | 527.86 | Wt. Tare + Dry soil (g) | 510.76 | Screen/Riser | Riser | ||||||
| Original Wt. Dry Soil (g) | 402.83 | Washed Wt. Dry Soil (g) | 385.73 | 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 | 2.11 | ||||||||||
| 3/8' | 9.500 | 2.43 | 2.43 | 2.43 | 0.6 | 99.4 | D85 | 1.79 | |||
| #4 | 4.750 | 5.61 | 5.61 | 8.04 | 2.0 | 98.0 | D80 | 1.47 | |||
| #8 | 2.360 | 16.33 | 16.33 | 24.37 | 6.0 | 94.0 | D70 | 1.08 | |||
| #16 | 1.180 | 74.36 | 74.36 | 98.73 | 24.5 | 75.5 | D60 | 0.90 | |||
| #30 | 0.600 | 130.15 | 130.15 | 228.88 | 56.8 | 43.2 | D50 | 0.72 | |||
| #40 | 0.425 | 62.52 | 62.52 | 291.40 | 72.3 | 27.7 | D40 | 0.56 | |||
| #50 | 0.300 | 38.90 | 38.90 | 330.30 | 82.0 | 18.0 | D30 | 0.45 | |||
| #100 | 0.150 | 37.37 | 37.37 | 367.67 | 91.3 | 8.7 | D20 | 0.33 | |||
| #200 | 0.075 | 15.22 | 15.22 | 382.89 | 95.1 | 4.9 | D15 | 0.25 | |||
| Pan | ----- | 2.80 | 2.80 | 385.69 | D10 | 0.17 | |||||
| Total fines < #200 (g) | 19.9 | Acceptance Check (must be 1.003>x>0.997)=(F25/F11) | 1.000 | 0 | D5 | 0.08 | |||||
| Fineness Modulus | 4.31 |
&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 #: | 16-I8P2G-19 | ||||||||
| Location: | Fulton County, KY | ||||||||||
| Sample Description: | Poorly Graded Sand (SP) - Brown, Saturated | Sample Depth: (ft) | 73.5 | ||||||||
| Date Received: | 12/31/99 | ||||||||||
| Date Tested: | 09/12/19 | ||||||||||
| Tested By: | EG | ||||||||||
| Before 200 Wash | After 200 Wash | For Government Use Only | |||||||||
| Wt. Tare (g) | 154.55 | Wt. Tare (g) | 154.55 | D85 (mm) | 2.06 | <---*NOTE: D85 is estimated linearly from a log graph & should be verified & changed if required. | Screen | ||||
| Wt. Tare + Dry soil (g) | 624.16 | Wt. Tare + Dry soil (g) | 602.99 | Screen/Riser | Riser | ||||||
| Original Wt. Dry Soil (g) | 469.61 | Washed Wt. Dry Soil (g) | 448.44 | 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 | 2.30 | ||||||||||
| 3/8' | 9.500 | 4.37 | 4.37 | 4.37 | 0.9 | 99.1 | D85 | 2.06 | |||
| #4 | 4.750 | 9.91 | 9.91 | 14.28 | 3.0 | 97.0 | D80 | 1.82 | |||
| #8 | 2.360 | 27.22 | 27.22 | 41.50 | 8.8 | 91.2 | D70 | 1.34 | |||
| #16 | 1.180 | 115.33 | 115.33 | 156.83 | 33.4 | 66.6 | D60 | 1.06 | |||
| #30 | 0.600 | 152.98 | 152.98 | 309.81 | 66.0 | 34.0 | D50 | 0.88 | |||
| #40 | 0.425 | 54.51 | 54.51 | 364.32 | 77.6 | 22.4 | D40 | 0.71 | |||
| #50 | 0.300 | 29.21 | 29.21 | 393.53 | 83.8 | 16.2 | D30 | 0.54 | |||
| #100 | 0.150 | 32.32 | 32.32 | 425.85 | 90.7 | 9.3 | D20 | 0.38 | |||
| #200 | 0.075 | 18.68 | 18.68 | 444.53 | 94.7 | 5.3 | D15 | 0.27 | |||
| Pan | ----- | 3.71 | 3.71 | 448.24 | D10 | 0.16 | |||||
| Total fines < #200 (g) | 24.9 | Acceptance Check (must be 1.003>x>0.997)=(F25/F11) | 1.000 | 0 | D5 | 0.00 | |||||
| Fineness Modulus | 4.59 |
&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 #: | 16-I8P2G-19 | ||||||||
| Location: | Fulton County, KY | ||||||||||
| Sample Description: | Poorly Graded Sand (SP) - Brown/Black, Saturated, Trace Gravel | Sample Depth: (ft) | 78.5 | ||||||||
| Date Received: | 12/31/99 | ||||||||||
| Date Tested: | 09/12/19 | ||||||||||
| Tested By: | EG | ||||||||||
| Before 200 Wash | After 200 Wash | For Government Use Only | |||||||||
| Wt. Tare (g) | 155.04 | Wt. Tare (g) | 155.04 | D85 (mm) | 3.93 | <---*NOTE: D85 is estimated linearly from a log graph & should be verified & changed if required. | Screen | ||||
| Wt. Tare + Dry soil (g) | 664.8 | Wt. Tare + Dry soil (g) | 648.56 | Screen/Riser | Riser | ||||||
| Original Wt. Dry Soil (g) | 509.76 | Washed Wt. Dry Soil (g) | 493.52 | 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 | 4.73 | ||||||||||
| 3/8' | 9.500 | 11.63 | 11.63 | 11.63 | 2.3 | 97.7 | D85 | 3.93 | |||
| #4 | 4.750 | 38.56 | 38.56 | 50.19 | 9.8 | 90.2 | D80 | 3.13 | |||
| #8 | 2.360 | 76.50 | 76.50 | 126.69 | 24.9 | 75.1 | D70 | 2.13 | |||
| #16 | 1.180 | 131.98 | 131.98 | 258.67 | 50.7 | 49.3 | D60 | 1.67 | |||
| #30 | 0.600 | 125.84 | 125.84 | 384.51 | 75.4 | 24.6 | D50 | 1.21 | |||
| #40 | 0.425 | 36.76 | 36.76 | 421.27 | 82.6 | 17.4 | D40 | 0.96 | |||
| #50 | 0.300 | 21.36 | 21.36 | 442.63 | 86.8 | 13.2 | D30 | 0.73 | |||
| #100 | 0.150 | 33.97 | 33.97 | 476.60 | 93.5 | 6.5 | D20 | 0.49 | |||
| #200 | 0.075 | 14.00 | 14.00 | 490.60 | 96.2 | 3.8 | D15 | 0.35 | |||
| Pan | ----- | 2.91 | 2.91 | 493.51 | D10 | 0.23 | |||||
| Total fines < #200 (g) | 19.2 | Acceptance Check (must be 1.003>x>0.997)=(F25/F11) | 1.000 | 0 | D5 | 0.11 | |||||
| Fineness Modulus | 5.22 |
&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 |
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