Pilot Hole Sieve Data_13-I8P2G-19.xls
XLS spreadsheet 3 MB Posted
- Attached to
- Island 8, Parcel 2 Seepage Remediation
- Solicitation number
- W912EQ21B0009
About this file
This solicitation seeks relief well installation, drainage improvements, and debris removal services. The project consists of installing 79 relief wells, placing 12,000 linear feet of subsurface drain pipe, constructing 1,900 linear feet of new drainage ditches and modifying existing ditches, replacing five culverts with associated rip-rap, and removing debris from a slough. The work will be located in Fulton County, Kentucky. This opportunity is set aside for service-disabled veteran owned small businesses and utilizes sealed bid procedures. The soliciting agency is the Department of the Army Corps of Engineers Memphis District.
View the file
Other files
Show 40 more
Latest 50 of 87 listed here. See the rest on GovTribe.
On GovTribe
Work with this file
- Download the original file
- Contacts named in this file
- Similar government files
- Ask GovTribe AI about this file
Text version
SUMMARY
| Project: | Island 8 Parcel 2 | Riser (ft): | 20 | |||||||||||||||||||
| Location: | Fulton County, KY | Screen (ft): | 60 | |||||||||||||||||||
| Well #: | 13-I8P2G-19 | |||||||||||||||||||||
| Design By: | JBT | Checked by: | ||||||||||||||||||||
| Date: | 4/28/20 | Date: | ||||||||||||||||||||
| A. Ground Elevation | 301.56 | 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 | 283 | 281.56 | Poorly Graded Sand (SP) - Brown, Saturated, with Lean clay | 0.28 | 0.27 | 0.27 | 0.25 | 0.23 | 0.21 | 0.19 | 0.17 | 0.16 | 0.14 | 0.09 | 0.00 | 0.27 | 8 | RISER | El. 281.6 / 20 ft | Blue | Borderline |
| 2 | 21 | 281 | 279.06 | Poorly Graded Sand (SP) - Brown, Saturated | 1.03 | 0.92 | 0.81 | 0.60 | 0.55 | 0.51 | 0.46 | 0.41 | 0.35 | 0.33 | 0.29 | 0.18 | 0.92 | 2 | SCREEN | Red | Fail | |
| 3 | 24 | 278 | 276.56 | Poorly Graded Sand (SP) - Brown, Saturated, Trace Gravel | 1.31 | 1.00 | 0.80 | 0.57 | 0.51 | 0.45 | 0.40 | 0.36 | 0.32 | 0.30 | 0.23 | 0.15 | 1.00 | 3 | Black | Pass | ||
| 4 | 26 | 276 | 274.06 | Poorly Graded Sand (SP) - Brown, Saturated | 0.60 | 0.57 | 0.54 | 0.48 | 0.42 | 0.38 | 0.35 | 0.31 | 0.26 | 0.22 | 0.19 | 0.16 | 0.57 | 2 | ||||
| 5 | 29 | 273 | 271.56 | Poorly Graded Sand (SP) - Brown, Saturated | 1.17 | 1.07 | 0.97 | 0.77 | 0.59 | 0.52 | 0.45 | 0.39 | 0.34 | 0.31 | 0.26 | 0.17 | 1.07 | 2 | ||||
| 6 | 31 | 271 | 269.06 | Poorly Graded Sand (SP) - Brown, Saturated, Trace Gravel | 4.36 | 1.51 | 1.11 | 0.92 | 0.73 | 0.58 | 0.52 | 0.46 | 0.38 | 0.32 | 0.24 | 0.14 | 1.51 | 3 | ||||
| 7 | 34 | 268 | 266.56 | Poorly Graded Sand (SP) - Brown, Saturated | 0.58 | 0.56 | 0.54 | 0.50 | 0.45 | 0.41 | 0.38 | 0.35 | 0.31 | 0.28 | 0.21 | 0.14 | 0.56 | 3 | ||||
| 8 | 36 | 266 | 264.06 | Poorly Graded Sand (SP) - Brown, Saturated | 0.96 | 0.84 | 0.73 | 0.58 | 0.55 | 0.51 | 0.47 | 0.43 | 0.37 | 0.34 | 0.31 | 0.19 | 0.84 | 2 | ||||
| 9 | 39 | 263 | 261.56 | Poorly Graded Sand (SP) - Brown, Saturated | 0.60 | 0.57 | 0.55 | 0.51 | 0.46 | 0.42 | 0.39 | 0.35 | 0.32 | 0.31 | 0.25 | 0.17 | 0.57 | 2 | ||||
| 10 | 41 | 261 | 259.06 | Poorly Graded Sand (SP) - Brown, Saturated | 0.52 | 0.46 | 0.41 | 0.33 | 0.29 | 0.26 | 0.23 | 0.21 | 0.18 | 0.17 | 0.15 | 0.10 | 0.46 | 3 | ||||
| 11 | 44 | 258 | 256.56 | Poorly Graded Sand (SP) - Brown, Saturated | 0.91 | 0.74 | 0.60 | 0.56 | 0.52 | 0.48 | 0.44 | 0.35 | 0.25 | 0.20 | 0.15 | 0.09 | 0.74 | 3 | ||||
| 12 | 46 | 256 | 254.06 | Poorly Graded Sand (SP) - Brown, Saturated | 0.95 | 0.83 | 0.71 | 0.58 | 0.55 | 0.51 | 0.48 | 0.45 | 0.39 | 0.33 | 0.27 | 0.17 | 0.83 | 2 | ||||
| 13 | 49 | 253 | 251.56 | Poorly Graded Sand (SP) - Brown, Saturated | 0.88 | 0.73 | 0.60 | 0.56 | 0.52 | 0.48 | 0.44 | 0.39 | 0.33 | 0.29 | 0.23 | 0.16 | 0.73 | 2 | ||||
| 14 | 51 | 251 | 249.06 | Poorly Graded Sand (SP) - Brown, Saturated | 1.03 | 0.94 | 0.85 | 0.68 | 0.57 | 0.53 | 0.48 | 0.44 | 0.35 | 0.30 | 0.21 | 0.10 | 0.94 | 4 | ||||
| 15 | 54 | 248 | 246.56 | Poorly Graded Sand (SP) - Brown, Saturated | 1.01 | 0.89 | 0.77 | 0.59 | 0.54 | 0.49 | 0.45 | 0.39 | 0.33 | 0.30 | 0.21 | 0.12 | 0.89 | 3 | ||||
| 16 | 56 | 246 | 244.06 | Poorly Graded Sand (SP) - Brown, Saturated | 1.09 | 1.04 | 0.99 | 0.89 | 0.78 | 0.68 | 0.58 | 0.48 | 0.27 | 0.18 | 0.11 | 0.00 | 1.04 | 7 | ||||
| 17 | 59 | 243 | 241.56 | Poorly Graded Sand (SP) - Brown, Saturated | 1.14 | 1.08 | 1.03 | 0.92 | 0.82 | 0.71 | 0.60 | 0.52 | 0.44 | 0.36 | 0.26 | 0.14 | 1.08 | 3 | ||||
| 18 | 64 | 238 | 236.56 | Poorly Graded Sand (SP) - Brown, Saturated | 6.85 | 2.97 | 2.04 | 1.21 | 0.98 | 0.77 | 0.58 | 0.45 | 0.32 | 0.26 | 0.18 | 0.10 | 2.97 | 4 | ||||
| 19 | 69 | 233 | 231.56 | Poorly Graded Sand (SP) - Brown, Saturated | 2.91 | 2.21 | 1.95 | 1.43 | 1.07 | 0.86 | 0.66 | 0.51 | 0.38 | 0.29 | 0.18 | 0.09 | 2.21 | 4 | ||||
| 20 | 74 | 228 | 226.56 | Poorly Graded Sand (SP) - Brown, Saturated, Trace Gravel | 4.28 | 3.46 | 2.64 | 1.97 | 1.50 | 1.11 | 0.88 | 0.66 | 0.45 | 0.34 | 0.23 | 0.12 | 3.46 | 4 | ||||
| 21 | 79 | 223 | 221.56 | Poorly Graded Sand (SP) - Brown, Saturated, Trace Gravel | 4.93 | 4.19 | 3.60 | 2.41 | 1.98 | 1.57 | 1.18 | 0.91 | 0.65 | 0.45 | 0.24 | 0.08 | 4.19 | 5 | El. 221.6 / 60 ft | |||
| 22 | 84 | 218 | 216.56 | Silty Sand (SM) - Grey/Brown | 1.08 | 0.81 | 0.57 | 0.25 | 0.11 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.81 | 56 | ||||
| 23 | 89 | 213 | 211.56 | Silty Sand (SM) - Grey/Brown | 1.06 | 0.81 | 0.57 | 0.30 | 0.14 | 0.08 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.81 | 48 | ||||
| 24 | 94 | 208 | 206.56 | Silty Sand (SM) - Grey/Brown | 0.14 | 0.12 | 0.09 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.12 | 78 | ||||
| 25 | 99 | 203 | 201.56 | Lean Clay (CL) - Grey/Brown, with Sand Clumps | 0.14 | 0.13 | 0.12 | 0.11 | 0.10 | 0.09 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.13 | 41 | ||||
| 26 | 104 | 198 | 196.56 | Lean Clay (CL) - Grey/Brown, with Sand | 0.14 | 0.14 | 0.13 | 0.12 | 0.11 | 0.10 | 0.09 | 0.08 | 0.00 | 0.00 | 0.00 | 0.00 | 0.14 | 21 | ||||
| 27 | 109 | 193 | 191.56 | Clayey Sand (SC) - Grey/Brown, Saturated, With Lean Clay | 0.27 | 0.24 | 0.22 | 0.17 | 0.14 | 0.11 | 0.08 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.24 | 36 | ||||
| 28 | 114 | 188 | 186.56 | Clayey Sand (SC) - Grey, Saturated | 2.34 | 1.16 | 0.82 | 0.41 | 0.26 | 0.21 | 0.15 | 0.10 | 0.00 | 0.00 | 0.00 | 0.00 | 1.16 | 24 | ||||
| 29 | 119 | 183 | 181.56 | Clayey Sand (SC) - Grey, Saturated | 0.30 | 0.28 | 0.25 | 0.21 | 0.17 | 0.13 | 0.10 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.28 | 33 | ||||
| 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 | |||
| 13-I8P2G-19 | 18.5 | 1 | 0.27 | 0.23 | 0.17 | 0.14 | 0.09 |
| 13-I8P2G-19 | 21 | 2 | 0.92 | 0.55 | 0.41 | 0.33 | 0.29 |
| 13-I8P2G-19 | 23.5 | 3 | 1.00 | 0.51 | 0.36 | 0.30 | 0.23 |
| 13-I8P2G-19 | 26 | 4 | 0.57 | 0.42 | 0.31 | 0.22 | 0.19 |
| 13-I8P2G-19 | 28.5 | 5 | 1.07 | 0.59 | 0.39 | 0.31 | 0.26 |
| 13-I8P2G-19 | 31 | 6 | 1.51 | 0.73 | 0.46 | 0.32 | 0.24 |
| 13-I8P2G-19 | 33.5 | 7 | 0.56 | 0.45 | 0.35 | 0.28 | 0.21 |
| 13-I8P2G-19 | 36 | 8 | 0.84 | 0.55 | 0.43 | 0.34 | 0.31 |
| 13-I8P2G-19 | 38.5 | 9 | 0.57 | 0.46 | 0.35 | 0.31 | 0.25 |
| 13-I8P2G-19 | 41 | 10 | 0.46 | 0.29 | 0.21 | 0.17 | 0.15 |
| 13-I8P2G-19 | 43.5 | 11 | 0.74 | 0.52 | 0.35 | 0.20 | 0.15 |
| 13-I8P2G-19 | 46 | 12 | 0.83 | 0.55 | 0.45 | 0.33 | 0.27 |
| 13-I8P2G-19 | 48.5 | 13 | 0.73 | 0.52 | 0.39 | 0.29 | 0.23 |
| 13-I8P2G-19 | 51 | 14 | 0.94 | 0.57 | 0.44 | 0.30 | 0.21 |
| 13-I8P2G-19 | 53.5 | 15 | 0.89 | 0.54 | 0.39 | 0.30 | 0.21 |
| 13-I8P2G-19 | 56 | 16 | 1.04 | 0.78 | 0.48 | 0.18 | 0.11 |
| 13-I8P2G-19 | 58.5 | 17 | 1.08 | 0.82 | 0.52 | 0.36 | 0.26 |
| 13-I8P2G-19 | 63.5 | 18 | 2.97 | 0.98 | 0.45 | 0.26 | 0.18 |
| 13-I8P2G-19 | 68.5 | 19 | 2.21 | 1.07 | 0.51 | 0.29 | 0.18 |
| 13-I8P2G-19 | 73.5 | 20 | 3.46 | 1.50 | 0.66 | 0.34 | 0.23 |
| 13-I8P2G-19 | 78.5 | 21 | 4.19 | 1.98 | 0.91 | 0.45 | 0.24 |
| 13-I8P2G-19 | 83.5 | 22 | 0.81 | 0.11 | 0.00 | 0.00 | 0.00 |
| 13-I8P2G-19 | 88.5 | 23 | 0.81 | 0.14 | 0.00 | 0.00 | 0.00 |
| 13-I8P2G-19 | 93.5 | 24 | 0.12 | 0.00 | 0.00 | 0.00 | 0.00 |
| 13-I8P2G-19 | 98.5 | 25 | 0.13 | 0.10 | 0.00 | 0.00 | 0.00 |
| 13-I8P2G-19 | 103.5 | 26 | 0.14 | 0.11 | 0.08 | 0.00 | 0.00 |
| 13-I8P2G-19 | 108.5 | 27 | 0.24 | 0.14 | 0.00 | 0.00 | 0.00 |
| 13-I8P2G-19 | 113.5 | 28 | 1.16 | 0.26 | 0.10 | 0.00 | 0.00 |
| 13-I8P2G-19 | 118.5 | 29 | 0.28 | 0.17 | 0.00 | 0.00 | 0.00 |
| 13-I8P2G-19 | 0 | 30 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 |
| 13-I8P2G-19 | 0 | 31 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 |
| 13-I8P2G-19 | 0 | 32 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 |
| 13-I8P2G-19 | 0 | 33 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 |
| 13-I8P2G-19 | 0 | 34 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 |
| 13-I8P2G-19 | 0 | 35 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 |
| 13-I8P2G-19 | 0 | 36 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 |
| 13-I8P2G-19 | 0 | 37 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 |
| 13-I8P2G-19 | 0 | 38 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 |
| 13-I8P2G-19 | 0 | 39 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 |
| 13-I8P2G-19 | 0 | 40 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 |
| 13-I8P2G-19 | 0 | 41 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 |
| 13-I8P2G-19 | 0 | 42 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 |
| 13-I8P2G-19 | 0 | 43 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 |
| 13-I8P2G-19 | 0 | 44 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 |
| 13-I8P2G-19 | 0 | 45 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 |
| 13-I8P2G-19 | 0 | 46 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 |
| 13-I8P2G-19 | 0 | 47 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 |
| 13-I8P2G-19 | 0 | 48 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 |
| 13-I8P2G-19 | 0 | 49 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 |
| 13-I8P2G-19 | 0 | 50 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 |
SAMPLE # (1)
| Project Name: | Island 8 Parcel 2 | Relief Well #: | 13-I8P2G-19 | ||||||||
| Location: | Fulton County, KY | ||||||||||
| Sample Description: | Poorly Graded Sand (SP) - Brown, Saturated, with Lean clay | Sample Depth: (ft) | 18.5 | ||||||||
| Date Received: | |||||||||||
| Date Tested: | 09/26/19 | (Top of Sample Only) | |||||||||
| Tested By: | EG | ||||||||||
| Before 200 Wash | After 200 Wash | For Government Use Only | |||||||||
| Wt. Tare (g) | 124.71 | Wt. Tare (g) | 124.71 | D85 (mm) | 0.27 | <---*NOTE: D85 is estimated linearly from a log graph & should be verified & changed if required. | Screen | ||||
| Wt. Tare + Dry soil (g) | 445.36 | Wt. Tare + Dry soil (g) | 420.1 | Screen/Riser | Riser | ||||||
| Original Wt. Dry Soil (g) | 320.65 | Washed Wt. Dry Soil (g) | 295.39 | Comments | ? | ||||||
| Sieve Size (U.S. Std.) | Sieve Opening (mm) | Wt. Sieve (g) | Wt. Sieve + Soil (g) | Individual Wt. Retained (g) | Cumulative Wt. Retained (g) | Cumulative % Retained (%) | Cumulative % Passing (%) | ||||
| D90 | 0.28 | ||||||||||
| 3/8' | 9.500 | 0.00 | 0.00 | 0.00 | 0.0 | 100.0 | D85 | 0.27 | |||
| #4 | 4.750 | 0.00 | 0.00 | 0.00 | 0.0 | 100.0 | D80 | 0.27 | |||
| #8 | 2.360 | 0.00 | 0.00 | 0.00 | 0.0 | 100.0 | D70 | 0.25 | |||
| #16 | 1.180 | 0.21 | 0.21 | 0.21 | 0.1 | 99.9 | D60 | 0.23 | |||
| #30 | 0.600 | 1.05 | 1.05 | 1.26 | 0.4 | 99.6 | D50 | 0.21 | |||
| #40 | 0.425 | 0.65 | 0.65 | 1.91 | 0.6 | 99.4 | D40 | 0.19 | |||
| #50 | 0.300 | 0.67 | 0.67 | 2.58 | 0.8 | 99.2 | D30 | 0.17 | |||
| #100 | 0.150 | 264.65 | 264.65 | 267.23 | 83.3 | 16.7 | D20 | 0.16 | |||
| #200 | 0.075 | 28.11 | 28.11 | 295.34 | 92.1 | 7.9 | D15 | 0.14 | |||
| Pan | ----- | 0.22 | 0.22 | 295.56 | D10 | 0.09 | |||||
| Total fines < #200 (g) | 25.5 | Acceptance Check (must be 1.003>x>0.997)=(F25/F11) | 1.001 | 0 | D5 | 0.00 | |||||
| Fineness Modulus | 1.77 |
&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 #: | 13-I8P2G-19 | ||||||||
| Location: | Fulton County, KY | ||||||||||
| Sample Description: | Poorly Graded Sand (SP) - Brown, Saturated | Sample Depth: (ft) | 21 | ||||||||
| Date Received: | 12/31/99 | ||||||||||
| Date Tested: | 09/26/19 | ||||||||||
| Tested By: | EG | ||||||||||
| Before 200 Wash | After 200 Wash | For Government Use Only | |||||||||
| Wt. Tare (g) | 128.66 | Wt. Tare (g) | 128.66 | 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) | 425.47 | Wt. Tare + Dry soil (g) | 419.01 | Screen/Riser | Riser | ||||||
| Original Wt. Dry Soil (g) | 296.81 | Washed Wt. Dry Soil (g) | 290.35 | 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 | 0.00 | 0.00 | 0.00 | 0.0 | 100.0 | D85 | 0.92 | |||
| #4 | 4.750 | 1.19 | 1.19 | 1.19 | 0.4 | 99.6 | D80 | 0.81 | |||
| #8 | 2.360 | 1.60 | 1.60 | 2.79 | 0.9 | 99.1 | D70 | 0.60 | |||
| #16 | 1.180 | 6.21 | 6.21 | 9.00 | 3.0 | 97.0 | D60 | 0.55 | |||
| #30 | 0.600 | 78.57 | 78.57 | 87.57 | 29.5 | 70.5 | D50 | 0.51 | |||
| #40 | 0.425 | 113.03 | 113.03 | 200.60 | 67.6 | 32.4 | D40 | 0.46 | |||
| #50 | 0.300 | 65.24 | 65.24 | 265.84 | 89.6 | 10.4 | D30 | 0.41 | |||
| #100 | 0.150 | 20.28 | 20.28 | 286.12 | 96.4 | 3.6 | D20 | 0.35 | |||
| #200 | 0.075 | 4.02 | 4.02 | 290.14 | 97.8 | 2.2 | D15 | 0.33 | |||
| Pan | ----- | 0.26 | 0.26 | 290.40 | D10 | 0.29 | |||||
| Total fines < #200 (g) | 6.7 | Acceptance Check (must be 1.003>x>0.997)=(F25/F11) | 1.000 | 0 | D5 | 0.18 | |||||
| Fineness Modulus | 3.85 |
&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 #: | 13-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: | 09/27/19 | ||||||||||
| Tested By: | EG | ||||||||||
| Before 200 Wash | After 200 Wash | For Government Use Only | |||||||||
| Wt. Tare (g) | 128.5 | Wt. Tare (g) | 128.5 | D85 (mm) | 1.00 | <---*NOTE: D85 is estimated linearly from a log graph & should be verified & changed if required. | Screen | ||||
| Wt. Tare + Dry soil (g) | 549.45 | Wt. Tare + Dry soil (g) | 536.33 | Screen/Riser | Riser | ||||||
| Original Wt. Dry Soil (g) | 420.95 | Washed Wt. Dry Soil (g) | 407.83 | Comments | ? | ||||||
| Sieve Size (U.S. Std.) | Sieve Opening (mm) | Wt. Sieve (g) | Wt. Sieve + Soil (g) | Individual Wt. Retained (g) | Cumulative Wt. Retained (g) | Cumulative % Retained (%) | Cumulative % Passing (%) | ||||
| D90 | 1.31 | ||||||||||
| 3/8' | 9.500 | 14.86 | 14.86 | 14.86 | 3.5 | 96.5 | D85 | 1.00 | |||
| #4 | 4.750 | 4.70 | 4.70 | 19.56 | 4.6 | 95.4 | D80 | 0.80 | |||
| #8 | 2.360 | 7.64 | 7.64 | 27.20 | 6.5 | 93.5 | D70 | 0.57 | |||
| #16 | 1.180 | 16.76 | 16.76 | 43.96 | 10.4 | 89.6 | D60 | 0.51 | |||
| #30 | 0.600 | 61.47 | 61.47 | 105.43 | 25.0 | 75.0 | D50 | 0.45 | |||
| #40 | 0.425 | 120.62 | 120.62 | 226.05 | 53.7 | 46.3 | D40 | 0.40 | |||
| #50 | 0.300 | 134.11 | 134.11 | 360.16 | 85.6 | 14.4 | D30 | 0.36 | |||
| #100 | 0.150 | 40.02 | 40.02 | 400.18 | 95.1 | 4.9 | D20 | 0.32 | |||
| #200 | 0.075 | 7.08 | 7.08 | 407.26 | 96.7 | 3.3 | D15 | 0.30 | |||
| Pan | ----- | 0.67 | 0.67 | 407.93 | D10 | 0.23 | |||||
| Total fines < #200 (g) | 13.8 | Acceptance Check (must be 1.003>x>0.997)=(F25/F11) | 1.000 | 0 | D5 | 0.15 | |||||
| Fineness Modulus | 3.81 |
&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 #: | 13-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: | 09/27/19 | ||||||||||
| Tested By: | AT | ||||||||||
| Before 200 Wash | After 200 Wash | For Government Use Only | |||||||||
| Wt. Tare (g) | 177.71 | Wt. Tare (g) | 177.71 | 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) | 487.94 | Wt. Tare + Dry soil (g) | 481.39 | Screen/Riser | Riser | ||||||
| Original Wt. Dry Soil (g) | 310.23 | Washed Wt. Dry Soil (g) | 303.68 | Comments | ? | ||||||
| Sieve Size (U.S. Std.) | Sieve Opening (mm) | Wt. Sieve (g) | Wt. Sieve + Soil (g) | Individual Wt. Retained (g) | Cumulative Wt. Retained (g) | Cumulative % Retained (%) | Cumulative % Passing (%) | ||||
| D90 | 0.60 | ||||||||||
| 3/8' | 9.500 | 1.39 | 1.39 | 1.39 | 0.4 | 99.6 | D85 | 0.57 | |||
| #4 | 4.750 | 0.82 | 0.82 | 2.21 | 0.7 | 99.3 | D80 | 0.54 | |||
| #8 | 2.360 | 0.18 | 0.18 | 2.39 | 0.8 | 99.2 | D70 | 0.48 | |||
| #16 | 1.180 | 0.99 | 0.99 | 3.38 | 1.1 | 98.9 | D60 | 0.42 | |||
| #30 | 0.600 | 27.52 | 27.52 | 30.90 | 10.0 | 90.0 | D50 | 0.38 | |||
| #40 | 0.425 | 88.03 | 88.03 | 118.93 | 38.3 | 61.7 | D40 | 0.35 | |||
| #50 | 0.300 | 109.70 | 109.70 | 228.63 | 73.7 | 26.3 | D30 | 0.31 | |||
| #100 | 0.150 | 70.05 | 70.05 | 298.68 | 96.3 | 3.7 | D20 | 0.26 | |||
| #200 | 0.075 | 4.60 | 4.60 | 303.28 | 97.8 | 2.2 | D15 | 0.22 | |||
| Pan | ----- | 0.26 | 0.26 | 303.54 | D10 | 0.19 | |||||
| Total fines < #200 (g) | 6.8 | Acceptance Check (must be 1.003>x>0.997)=(F25/F11) | 1.000 | 0 | D5 | 0.16 | |||||
| Fineness Modulus | 3.19 |
&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 #: | 13-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: | 09/27/19 | ||||||||||
| Tested By: | AT | ||||||||||
| Before 200 Wash | After 200 Wash | For Government Use Only | |||||||||
| Wt. Tare (g) | 176.62 | Wt. Tare (g) | 176.62 | D85 (mm) | 1.07 | <---*NOTE: D85 is estimated linearly from a log graph & should be verified & changed if required. | Screen | ||||
| Wt. Tare + Dry soil (g) | 497.06 | Wt. Tare + Dry soil (g) | 489.73 | Screen/Riser | Riser | ||||||
| Original Wt. Dry Soil (g) | 320.44 | Washed Wt. Dry Soil (g) | 313.11 | Comments | ? | ||||||
| Sieve Size (U.S. Std.) | Sieve Opening (mm) | Wt. Sieve (g) | Wt. Sieve + Soil (g) | Individual Wt. Retained (g) | Cumulative Wt. Retained (g) | Cumulative % Retained (%) | Cumulative % Passing (%) | ||||
| D90 | 1.17 | ||||||||||
| 3/8' | 9.500 | 5.88 | 5.88 | 5.88 | 1.8 | 98.2 | D85 | 1.07 | |||
| #4 | 4.750 | 2.98 | 2.98 | 8.86 | 2.8 | 97.2 | D80 | 0.97 | |||
| #8 | 2.360 | 4.55 | 4.55 | 13.41 | 4.2 | 95.8 | D70 | 0.77 | |||
| #16 | 1.180 | 16.55 | 16.55 | 29.96 | 9.3 | 90.7 | D60 | 0.59 | |||
| #30 | 0.600 | 93.95 | 93.95 | 123.91 | 38.7 | 61.3 | D50 | 0.52 | |||
| #40 | 0.425 | 81.50 | 81.50 | 205.41 | 64.1 | 35.9 | D40 | 0.45 | |||
| #50 | 0.300 | 75.78 | 75.78 | 281.19 | 87.8 | 12.2 | D30 | 0.39 | |||
| #100 | 0.150 | 27.62 | 27.62 | 308.81 | 96.4 | 3.6 | D20 | 0.34 | |||
| #200 | 0.075 | 4.00 | 4.00 | 312.81 | 97.6 | 2.4 | D15 | 0.31 | |||
| Pan | ----- | 0.19 | 0.19 | 313.00 | D10 | 0.26 | |||||
| Total fines < #200 (g) | 7.5 | Acceptance Check (must be 1.003>x>0.997)=(F25/F11) | 1.000 | 0 | D5 | 0.17 | |||||
| Fineness Modulus | 4.03 |
&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 #: | 13-I8P2G-19 | ||||||||
| Location: | Fulton County, KY | ||||||||||
| Sample Description: | Poorly Graded Sand (SP) - Brown, Saturated, Trace Gravel | Sample Depth: (ft) | 31 | ||||||||
| Date Received: | 12/31/99 | ||||||||||
| Date Tested: | 09/27/19 | ||||||||||
| Tested By: | AT | ||||||||||
| Before 200 Wash | After 200 Wash | For Government Use Only | |||||||||
| Wt. Tare (g) | 172.28 | Wt. Tare (g) | 172.28 | D85 (mm) | 1.51 | <---*NOTE: D85 is estimated linearly from a log graph & should be verified & changed if required. | Screen | ||||
| Wt. Tare + Dry soil (g) | 648.76 | Wt. Tare + Dry soil (g) | 635.8 | Screen/Riser | Riser | ||||||
| Original Wt. Dry Soil (g) | 476.48 | Washed Wt. Dry Soil (g) | 463.52 | 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 | 4.36 | ||||||||||
| 3/8' | 9.500 | 42.12 | 42.12 | 42.12 | 8.8 | 91.2 | D85 | 1.51 | |||
| #4 | 4.750 | 4.22 | 4.22 | 46.34 | 9.7 | 90.3 | D80 | 1.11 | |||
| #8 | 2.360 | 7.95 | 7.95 | 54.29 | 11.4 | 88.6 | D70 | 0.92 | |||
| #16 | 1.180 | 23.91 | 23.91 | 78.20 | 16.4 | 83.6 | D60 | 0.73 | |||
| #30 | 0.600 | 144.28 | 144.28 | 222.48 | 46.7 | 53.3 | D50 | 0.58 | |||
| #40 | 0.425 | 139.16 | 139.16 | 361.64 | 75.9 | 24.1 | D40 | 0.52 | |||
| #50 | 0.300 | 50.82 | 50.82 | 412.46 | 86.6 | 13.4 | D30 | 0.46 | |||
| #100 | 0.150 | 38.88 | 38.88 | 451.34 | 94.7 | 5.3 | D20 | 0.38 | |||
| #200 | 0.075 | 11.35 | 11.35 | 462.69 | 97.1 | 2.9 | D15 | 0.32 | |||
| Pan | ----- | 0.76 | 0.76 | 463.45 | D10 | 0.24 | |||||
| Total fines < #200 (g) | 13.7 | Acceptance Check (must be 1.003>x>0.997)=(F25/F11) | 1.000 | 0 | D5 | 0.14 | |||||
| Fineness Modulus | 4.47 |
&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 #: | 13-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: | 09/27/19 | ||||||||||
| Tested By: | AT | ||||||||||
| Before 200 Wash | After 200 Wash | For Government Use Only | |||||||||
| Wt. Tare (g) | 521.1 | Wt. Tare (g) | 521.1 | 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) | 835.63 | Wt. Tare + Dry soil (g) | 826.43 | Screen/Riser | Riser | ||||||
| Original Wt. Dry Soil (g) | 314.53 | Washed Wt. Dry Soil (g) | 305.33 | 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 | 0.42 | 0.42 | 0.42 | 0.1 | 99.9 | D70 | 0.50 | |||
| #16 | 1.180 | 0.94 | 0.94 | 1.36 | 0.4 | 99.6 | D60 | 0.45 | |||
| #30 | 0.600 | 15.54 | 15.54 | 16.90 | 5.4 | 94.6 | D50 | 0.41 | |||
| #40 | 0.425 | 129.88 | 129.88 | 146.78 | 46.7 | 53.3 | D40 | 0.38 | |||
| #50 | 0.300 | 116.17 | 116.17 | 262.95 | 83.6 | 16.4 | D30 | 0.35 | |||
| #100 | 0.150 | 35.33 | 35.33 | 298.28 | 94.8 | 5.2 | D20 | 0.31 | |||
| #200 | 0.075 | 6.61 | 6.61 | 304.89 | 96.9 | 3.1 | D15 | 0.28 | |||
| Pan | ----- | 0.33 | 0.33 | 305.22 | D10 | 0.21 | |||||
| Total fines < #200 (g) | 9.5 | Acceptance Check (must be 1.003>x>0.997)=(F25/F11) | 1.000 | 0 | D5 | 0.14 | |||||
| Fineness Modulus | 3.28 |
&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 #: | 13-I8P2G-19 | ||||||||
| Location: | Fulton County, KY | ||||||||||
| Sample Description: | Poorly Graded Sand (SP) - Brown, Saturated | Sample Depth: (ft) | 36 | ||||||||
| Date Received: | 12/31/99 | ||||||||||
| Date Tested: | 09/27/19 | ||||||||||
| Tested By: | AT | ||||||||||
| Before 200 Wash | After 200 Wash | For Government Use Only | |||||||||
| Wt. Tare (g) | 506.49 | Wt. Tare (g) | 506.49 | D85 (mm) | 0.84 | <---*NOTE: D85 is estimated linearly from a log graph & should be verified & changed if required. | Screen | ||||
| Wt. Tare + Dry soil (g) | 794.43 | Wt. Tare + Dry soil (g) | 788.03 | Screen/Riser | Riser | ||||||
| Original Wt. Dry Soil (g) | 287.94 | Washed Wt. Dry Soil (g) | 281.54 | 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 | 0.96 | ||||||||||
| 3/8' | 9.500 | 0.00 | 0.00 | 0.00 | 0.0 | 100.0 | D85 | 0.84 | |||
| #4 | 4.750 | 0.64 | 0.64 | 0.64 | 0.2 | 99.8 | D80 | 0.73 | |||
| #8 | 2.360 | 0.16 | 0.16 | 0.80 | 0.3 | 99.7 | D70 | 0.58 | |||
| #16 | 1.180 | 1.33 | 1.33 | 2.13 | 0.7 | 99.3 | D60 | 0.55 | |||
| #30 | 0.600 | 71.01 | 71.01 | 73.14 | 25.4 | 74.6 | D50 | 0.51 | |||
| #40 | 0.425 | 134.12 | 134.12 | 207.26 | 72.0 | 28.0 | D40 | 0.47 | |||
| #50 | 0.300 | 55.45 | 55.45 | 262.71 | 91.2 | 8.8 | D30 | 0.43 | |||
| #100 | 0.150 | 14.90 | 14.90 | 277.61 | 96.4 | 3.6 | D20 | 0.37 | |||
| #200 | 0.075 | 3.82 | 3.82 | 281.43 | 97.7 | 2.3 | D15 | 0.34 | |||
| Pan | ----- | 0.15 | 0.15 | 281.58 | D10 | 0.31 | |||||
| Total fines < #200 (g) | 6.5 | Acceptance Check (must be 1.003>x>0.997)=(F25/F11) | 1.000 | 0 | D5 | 0.19 | |||||
| Fineness Modulus | 3.84 |
&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 #: | 13-I8P2G-19 | ||||||||
| Location: | Fulton County, KY | ||||||||||
| Sample Description: | Poorly Graded Sand (SP) - Brown, Saturated | Sample Depth: (ft) | 38.5 | ||||||||
| Date Received: | 12/31/99 | ||||||||||
| Date Tested: | 09/27/19 | ||||||||||
| Tested By: | AT | ||||||||||
| Before 200 Wash | After 200 Wash | For Government Use Only | |||||||||
| Wt. Tare (g) | 516.05 | Wt. Tare (g) | 516.05 | 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) | 825.42 | Wt. Tare + Dry soil (g) | 818.24 | Screen/Riser | Riser | ||||||
| Original Wt. Dry Soil (g) | 309.37 | Washed Wt. Dry Soil (g) | 302.19 | 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 | 0.57 | |||
| #4 | 4.750 | 0.22 | 0.22 | 0.22 | 0.1 | 99.9 | D80 | 0.55 | |||
| #8 | 2.360 | 0.26 | 0.26 | 0.48 | 0.2 | 99.8 | D70 | 0.51 | |||
| #16 | 1.180 | 0.78 | 0.78 | 1.26 | 0.4 | 99.6 | D60 | 0.46 | |||
| #30 | 0.600 | 27.84 | 27.84 | 29.10 | 9.4 | 90.6 | D50 | 0.42 | |||
| #40 | 0.425 | 120.08 | 120.08 | 149.18 | 48.2 | 51.8 | D40 | 0.39 | |||
| #50 | 0.300 | 119.57 | 119.57 | 268.75 | 86.9 | 13.1 | D30 | 0.35 | |||
| #100 | 0.150 | 29.45 | 29.45 | 298.20 | 96.4 | 3.6 | D20 | 0.32 | |||
| #200 | 0.075 | 3.60 | 3.60 | 301.80 | 97.6 | 2.4 | D15 | 0.31 | |||
| Pan | ----- | 0.10 | 0.10 | 301.90 | D10 | 0.25 | |||||
| Total fines < #200 (g) | 7.3 | Acceptance Check (must be 1.003>x>0.997)=(F25/F11) | 0.999 | 0 | D5 | 0.17 | |||||
| Fineness Modulus | 3.39 |
&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 #: | 13-I8P2G-19 | ||||||||
| Location: | Fulton County, KY | ||||||||||
| Sample Description: | Poorly Graded Sand (SP) - Brown, Saturated | Sample Depth: (ft) | 41 | ||||||||
| Date Received: | 12/31/99 | ||||||||||
| Date Tested: | 09/27/19 | ||||||||||
| Tested By: | AT | ||||||||||
| Before 200 Wash | After 200 Wash | For Government Use Only | |||||||||
| Wt. Tare (g) | 523.36 | Wt. Tare (g) | 523.36 | D85 (mm) | 0.46 | <---*NOTE: D85 is estimated linearly from a log graph & should be verified & changed if required. | Screen | ||||
| Wt. Tare + Dry soil (g) | 838.33 | Wt. Tare + Dry soil (g) | 829.26 | Screen/Riser | Riser | ||||||
| Original Wt. Dry Soil (g) | 314.97 | Washed Wt. Dry Soil (g) | 305.9 | 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 | 0.52 | ||||||||||
| 3/8' | 9.500 | 0.00 | 0.00 | 0.00 | 0.0 | 100.0 | D85 | 0.46 | |||
| #4 | 4.750 | 0.90 | 0.90 | 0.90 | 0.3 | 99.7 | D80 | 0.41 | |||
| #8 | 2.360 | 0.01 | 0.01 | 0.91 | 0.3 | 99.7 | D70 | 0.33 | |||
| #16 | 1.180 | 0.24 | 0.24 | 1.15 | 0.4 | 99.6 | D60 | 0.29 | |||
| #30 | 0.600 | 9.26 | 9.26 | 10.41 | 3.3 | 96.7 | D50 | 0.26 | |||
| #40 | 0.425 | 46.72 | 46.72 | 57.13 | 18.1 | 81.9 | D40 | 0.23 | |||
| #50 | 0.300 | 51.21 | 51.21 | 108.34 | 34.4 | 65.6 | D30 | 0.21 | |||
| #100 | 0.150 | 180.49 | 180.49 | 288.83 | 91.7 | 8.3 | D20 | 0.18 | |||
| #200 | 0.075 | 16.60 | 16.60 | 305.43 | 97.0 | 3.0 | D15 | 0.17 | |||
| Pan | ----- | 0.38 | 0.38 | 305.81 | D10 | 0.15 | |||||
| Total fines < #200 (g) | 9.5 | Acceptance Check (must be 1.003>x>0.997)=(F25/F11) | 1.000 | 0 | D5 | 0.10 | |||||
| Fineness Modulus | 2.45 |
&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 #: | 13-I8P2G-19 | ||||||||
| Location: | Fulton County, KY | ||||||||||
| Sample Description: | Poorly Graded Sand (SP) - Brown, Saturated | Sample Depth: (ft) | 43.5 | ||||||||
| Date Received: | 12/31/99 | ||||||||||
| Date Tested: | 09/27/19 | ||||||||||
| Tested By: | AT | ||||||||||
| Before 200 Wash | After 200 Wash | For Government Use Only | |||||||||
| Wt. Tare (g) | 240.17 | Wt. Tare (g) | 240.17 | D85 (mm) | 0.74 | <---*NOTE: D85 is estimated linearly from a log graph & should be verified & changed if required. | Screen | ||||
| Wt. Tare + Dry soil (g) | 563.51 | Wt. Tare + Dry soil (g) | 553.8 | Screen/Riser | Riser | ||||||
| Original Wt. Dry Soil (g) | 323.34 | Washed Wt. Dry Soil (g) | 313.63 | 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 | 0.91 | ||||||||||
| 3/8' | 9.500 | 4.81 | 4.81 | 4.81 | 1.5 | 98.5 | D85 | 0.74 | |||
| #4 | 4.750 | 0.00 | 0.00 | 4.81 | 1.5 | 98.5 | D80 | 0.60 | |||
| #8 | 2.360 | 0.11 | 0.11 | 4.92 | 1.5 | 98.5 | D70 | 0.56 | |||
| #16 | 1.180 | 0.35 | 0.35 | 5.27 | 1.6 | 98.4 | D60 | 0.52 | |||
| #30 | 0.600 | 57.30 | 57.30 | 62.57 | 19.4 | 80.6 | D50 | 0.48 | |||
| #40 | 0.425 | 143.26 | 143.26 | 205.83 | 63.7 | 36.3 | D40 | 0.44 | |||
| #50 | 0.300 | 34.95 | 34.95 | 240.78 | 74.5 | 25.5 | D30 | 0.35 | |||
| #100 | 0.150 | 49.83 | 49.83 | 290.61 | 89.9 | 10.1 | D20 | 0.25 | |||
| #200 | 0.075 | 22.14 | 22.14 | 312.75 | 96.7 | 3.3 | D15 | 0.20 | |||
| Pan | ----- | 0.96 | 0.96 | 313.71 | D10 | 0.15 | |||||
| Total fines < #200 (g) | 10.7 | Acceptance Check (must be 1.003>x>0.997)=(F25/F11) | 1.000 | 0 | D5 | 0.09 | |||||
| Fineness Modulus | 3.50 |
&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 #: | 13-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: | 09/27/19 | ||||||||||
| Tested By: | AT | ||||||||||
| Before 200 Wash | After 200 Wash | For Government Use Only | |||||||||
| Wt. Tare (g) | 130.12 | Wt. Tare (g) | 130.12 | D85 (mm) | 0.83 | <---*NOTE: D85 is estimated linearly from a log graph & should be verified & changed if required. | Screen | ||||
| Wt. Tare + Dry soil (g) | 442.99 | Wt. Tare + Dry soil (g) | 436.36 | Screen/Riser | Riser | ||||||
| Original Wt. Dry Soil (g) | 312.87 | Washed Wt. Dry Soil (g) | 306.24 | 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 | 0.95 | ||||||||||
| 3/8' | 9.500 | 0.00 | 0.00 | 0.00 | 0.0 | 100.0 | D85 | 0.83 | |||
| #4 | 4.750 | 0.82 | 0.82 | 0.82 | 0.3 | 99.7 | D80 | 0.71 | |||
| #8 | 2.360 | 0.49 | 0.49 | 1.31 | 0.4 | 99.6 | D70 | 0.58 | |||
| #16 | 1.180 | 0.99 | 0.99 | 2.30 | 0.7 | 99.3 | D60 | 0.55 | |||
| #30 | 0.600 | 73.83 | 73.83 | 76.13 | 24.3 | 75.7 | D50 | 0.51 | |||
| #40 | 0.425 | 162.87 | 162.87 | 239.00 | 76.4 | 23.6 | D40 | 0.48 | |||
| #50 | 0.300 | 37.02 | 37.02 | 276.02 | 88.2 | 11.8 | D30 | 0.45 | |||
| #100 | 0.150 | 24.90 | 24.90 | 300.92 | 96.2 | 3.8 | D20 | 0.39 | |||
| #200 | 0.075 | 5.20 | 5.20 | 306.12 | 97.8 | 2.2 | D15 | 0.33 | |||
| Pan | ----- | 0.28 | 0.28 | 306.40 | D10 | 0.27 | |||||
| Total fines < #200 (g) | 6.9 | Acceptance Check (must be 1.003>x>0.997)=(F25/F11) | 1.001 | 0 | D5 | 0.17 | |||||
| Fineness Modulus | 3.84 |
&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 #: | 13-I8P2G-19 | ||||||||
| Location: | Fulton County, KY | ||||||||||
| Sample Description: | Poorly Graded Sand (SP) - Brown, Saturated | Sample Depth: (ft) | 48.5 | ||||||||
| Date Received: | 12/31/99 | ||||||||||
| Date Tested: | 09/27/19 | ||||||||||
| Tested By: | AT | ||||||||||
| Before 200 Wash | After 200 Wash | For Government Use Only | |||||||||
| Wt. Tare (g) | 125.19 | Wt. Tare (g) | 125.19 | D85 (mm) | 0.73 | <---*NOTE: D85 is estimated linearly from a log graph & should be verified & changed if required. | Screen | ||||
| Wt. Tare + Dry soil (g) | 461.85 | Wt. Tare + Dry soil (g) | 455.02 | Screen/Riser | Riser | ||||||
| Original Wt. Dry Soil (g) | 336.66 | Washed Wt. Dry Soil (g) | 329.83 | Comments | ? | ||||||
| Sieve Size (U.S. Std.) | Sieve Opening (mm) | Wt. Sieve (g) | Wt. Sieve + Soil (g) | Individual Wt. Retained (g) | Cumulative Wt. Retained (g) | Cumulative % Retained (%) | Cumulative % Passing (%) | ||||
| D90 | 0.88 | ||||||||||
| 3/8' | 9.500 | 0.00 | 0.00 | 0.00 | 0.0 | 100.0 | D85 | 0.73 | |||
| #4 | 4.750 | 0.00 | 0.00 | 0.00 | 0.0 | 100.0 | D80 | 0.60 | |||
| #8 | 2.360 | 0.02 | 0.02 | 0.02 | 0.0 | 100.0 | D70 | 0.56 | |||
| #16 | 1.180 | 0.91 | 0.91 | 0.93 | 0.3 | 99.7 | D60 | 0.52 | |||
| #30 | 0.600 | 63.86 | 63.86 | 64.79 | 19.2 | 80.8 | D50 | 0.48 | |||
| #40 | 0.425 | 150.82 | 150.82 | 215.61 | 64.0 | 36.0 | D40 | 0.44 | |||
| #50 | 0.300 | 68.18 | 68.18 | 283.79 | 84.3 | 15.7 | D30 | 0.39 | |||
| #100 | 0.150 | 39.89 | 39.89 | 323.68 | 96.1 | 3.9 | D20 | 0.33 | |||
| #200 | 0.075 | 6.05 | 6.05 | 329.73 | 97.9 | 2.1 | D15 | 0.29 | |||
| Pan | ----- | 0.16 | 0.16 | 329.89 | D10 | 0.23 | |||||
| Total fines < #200 (g) | 7.0 | Acceptance Check (must be 1.003>x>0.997)=(F25/F11) | 1.000 | 0 | D5 | 0.16 | |||||
| Fineness Modulus | 3.62 |
&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 #: | 13-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: | 09/27/19 | ||||||||||
| Tested By: | AT | ||||||||||
| Before 200 Wash | After 200 Wash | For Government Use Only | |||||||||
| Wt. Tare (g) | 176.76 | Wt. Tare (g) | 176.76 | 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) | 518.14 | Wt. Tare + Dry soil (g) | 505.51 | Screen/Riser | Riser | ||||||
| Original Wt. Dry Soil (g) | 341.38 | Washed Wt. Dry Soil (g) | 328.75 | 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 | 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 | 0.85 | |||
| #8 | 2.360 | 1.16 | 1.16 | 1.16 | 0.3 | 99.7 | D70 | 0.68 | |||
| #16 | 1.180 | 4.05 | 4.05 | 5.21 | 1.5 | 98.5 | D60 | 0.57 | |||
| #30 | 0.600 | 112.04 | 112.04 | 117.25 | 34.3 | 65.7 | D50 | 0.53 | |||
| #40 | 0.425 | 129.78 | 129.78 | 247.03 | 72.4 | 27.6 | D40 | 0.48 | |||
| #50 | 0.300 | 43.72 | 43.72 | 290.75 | 85.2 | 14.8 | D30 | 0.44 | |||
| #100 | 0.150 | 26.53 | 26.53 | 317.28 | 92.9 | 7.1 | D20 | 0.35 | |||
| #200 | 0.075 | 10.72 | 10.72 | 328.00 | 96.1 | 3.9 | D15 | 0.30 | |||
| Pan | ----- | 0.94 | 0.94 | 328.94 | D10 | 0.21 | |||||
| Total fines < #200 (g) | 13.6 | Acceptance Check (must be 1.003>x>0.997)=(F25/F11) | 1.001 | 0 | D5 | 0.10 | |||||
| Fineness Modulus | 3.83 |
&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 #: | 13-I8P2G-19 | ||||||||
| Location: | Fulton County, KY | ||||||||||
| Sample Description: | Poorly Graded Sand (SP) - Brown, Saturated | Sample Depth: (ft) | 53.5 | ||||||||
| Date Received: | 12/31/99 | ||||||||||
| Date Tested: | 09/27/19 | ||||||||||
| Tested By: | AT | ||||||||||
| Before 200 Wash | After 200 Wash | For Government Use Only | |||||||||
| Wt. Tare (g) | 129.57 | Wt. Tare (g) | 129.57 | D85 (mm) | 0.89 | <---*NOTE: D85 is estimated linearly from a log graph & should be verified & changed if required. | Screen | ||||
| Wt. Tare + Dry soil (g) | 426.91 | Wt. Tare + Dry soil (g) | 417.87 | Screen/Riser | Riser | ||||||
| Original Wt. Dry Soil (g) | 297.34 | Washed Wt. Dry Soil (g) | 288.3 | 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 | 0.89 | |||
| #4 | 4.750 | 2.89 | 2.89 | 2.89 | 1.0 | 99.0 | D80 | 0.77 | |||
| #8 | 2.360 | 0.83 | 0.83 | 3.72 | 1.3 | 98.7 | D70 | 0.59 | |||
| #16 | 1.180 | 4.89 | 4.89 | 8.61 | 2.9 | 97.1 | D60 | 0.54 | |||
| #30 | 0.600 | 72.28 | 72.28 | 80.89 | 27.2 | 72.8 | D50 | 0.49 | |||
| #40 | 0.425 | 112.84 | 112.84 | 193.73 | 65.2 | 34.8 | D40 | 0.45 | |||
| #50 | 0.300 | 58.74 | 58.74 | 252.47 | 84.9 | 15.1 | D30 | 0.39 | |||
| #100 | 0.150 | 26.52 | 26.52 | 278.99 | 93.8 | 6.2 | D20 | 0.33 | |||
| #200 | 0.075 | 8.51 | 8.51 | 287.50 | 96.7 | 3.3 | D15 | 0.30 | |||
| Pan | ----- | 0.70 | 0.70 | 288.20 | D10 | 0.21 | |||||
| Total fines < #200 (g) | 9.7 | Acceptance Check (must be 1.003>x>0.997)=(F25/F11) | 1.000 | 0 | D5 | 0.12 | |||||
| Fineness Modulus | 3.73 |
&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 #: | 13-I8P2G-19 | ||||||||
| Location: | Fulton County, KY | ||||||||||
| Sample Description: | Poorly Graded Sand (SP) - Brown, Saturated | Sample Depth: (ft) | 56 | ||||||||
| Date Received: | 12/31/99 | ||||||||||
| Date Tested: | 09/27/19 | ||||||||||
| Tested By: | AT | ||||||||||
| Before 200 Wash | After 200 Wash | For Government Use Only | |||||||||
| Wt. Tare (g) | 124.94 | Wt. Tare (g) | 124.94 | D85 (mm) | 1.04 | <---*NOTE: D85 is estimated linearly from a log graph & should be verified & changed if required. | Screen | ||||
| Wt. Tare + Dry soil (g) | 451.17 | Wt. Tare + Dry soil (g) | 428.34 | Screen/Riser | Riser | ||||||
| Original Wt. Dry Soil (g) | 326.23 | Washed Wt. Dry Soil (g) | 303.4 | 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 | 1.09 | ||||||||||
| 3/8' | 9.500 | 0.00 | 0.00 | 0.00 | 0.0 | 100.0 | D85 | 1.04 | |||
| #4 | 4.750 | 0.00 | 0.00 | 0.00 | 0.0 | 100.0 | D80 | 0.99 | |||
| #8 | 2.360 | 0.49 | 0.49 | 0.49 | 0.2 | 99.8 | D70 | 0.89 | |||
| #16 | 1.180 | 5.18 | 5.18 | 5.67 | 1.7 | 98.3 | D60 | 0.78 | |||
| #30 | 0.600 | 182.93 | 182.93 | 188.60 | 57.8 | 42.2 | D50 | 0.68 | |||
| #40 | 0.425 | 58.12 | 58.12 | 246.72 | 75.6 | 24.4 | D40 | 0.58 | |||
| #50 | 0.300 | 8.38 | 8.38 | 255.10 | 78.2 | 21.8 | D30 | 0.48 | |||
| #100 | 0.150 | 28.09 | 28.09 | 283.19 | 86.8 | 13.2 | D20 | 0.27 | |||
| #200 | 0.075 | 18.98 | 18.98 | 302.17 | 92.6 | 7.4 | D15 | 0.18 | |||
| Pan | ----- | 1.09 | 1.09 | 303.26 | D10 | 0.11 | |||||
| Total fines < #200 (g) | 23.9 | Acceptance Check (must be 1.003>x>0.997)=(F25/F11) | 1.000 | 0 | D5 | 0.00 | |||||
| Fineness Modulus | 3.93 |
&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 #: | 13-I8P2G-19 | ||||||||
| Location: | Fulton County, KY | ||||||||||
| Sample Description: | Poorly Graded Sand (SP) - Brown, Saturated | Sample Depth: (ft) | 58.5 | ||||||||
| Date Received: | 12/31/99 | ||||||||||
| Date Tested: | 09/27/19 | ||||||||||
| Tested By: | AT | ||||||||||
| Before 200 Wash | After 200 Wash | For Government Use Only | |||||||||
| Wt. Tare (g) | 521.42 | Wt. Tare (g) | 521.42 | D85 (mm) | 1.08 | <---*NOTE: D85 is estimated linearly from a log graph & should be verified & changed if required. | Screen | ||||
| Wt. Tare + Dry soil (g) | 854.47 | Wt. Tare + Dry soil (g) | 844.4 | Screen/Riser | Riser | ||||||
| Original Wt. Dry Soil (g) | 333.05 | Washed Wt. Dry Soil (g) | 322.98 | 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 | 1.14 | ||||||||||
| 3/8' | 9.500 | 1.65 | 1.65 | 1.65 | 0.5 | 99.5 | D85 | 1.08 | |||
| #4 | 4.750 | 1.35 | 1.35 | 3.00 | 0.9 | 99.1 | D80 | 1.03 | |||
| #8 | 2.360 | 2.35 | 2.35 | 5.35 | 1.6 | 98.4 | D70 | 0.92 | |||
| #16 | 1.180 | 14.81 | 14.81 | 20.16 | 6.1 | 93.9 | D60 | 0.82 | |||
| #30 | 0.600 | 179.92 | 179.92 | 200.08 | 60.1 | 39.9 | D50 | 0.71 | |||
| #40 | 0.425 | 72.39 | 72.39 | 272.47 | 81.8 | 18.2 | D40 | 0.60 | |||
| #50 | 0.300 | 21.69 | 21.69 | 294.16 | 88.3 | 11.7 | D30 | 0.52 | |||
| #100 | 0.150 | 21.00 | 21.00 | 315.16 | 94.6 | 5.4 | D20 | 0.44 | |||
| #200 | 0.075 | 7.60 | 7.60 | 322.76 | 96.9 | 3.1 | D15 | 0.36 | |||
| Pan | ----- | 0.59 | 0.59 | 323.35 | D10 | 0.26 | |||||
| Total fines < #200 (g) | 10.7 | Acceptance Check (must be 1.003>x>0.997)=(F25/F11) | 1.001 | 0 | D5 | 0.14 | |||||
| Fineness Modulus | 4.31 |
&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 #: | 13-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: | 09/27/19 | ||||||||||
| Tested By: | At | ||||||||||
| Before 200 Wash | After 200 Wash | For Government Use Only | |||||||||
| Wt. Tare (g) | 239.11 | Wt. Tare (g) | 239.11 | D85 (mm) | 2.97 | <---*NOTE: D85 is estimated linearly from a log graph & should be verified & changed if required. | Screen | ||||
| Wt. Tare + Dry soil (g) | 809.14 | Wt. Tare + Dry soil (g) | 791.05 | Screen/Riser | Riser | ||||||
| Original Wt. Dry Soil (g) | 570.03 | Washed Wt. Dry Soil (g) | 551.94 | Comments | ? | ||||||
| Sieve Size (U.S. Std.) | Sieve Opening (mm) | Wt. Sieve (g) | Wt. Sieve + Soil (g) | Individual Wt. Retained (g) | Cumulative Wt. Retained (g) | Cumulative % Retained (%) | Cumulative % Passing (%) | ||||
| D90 | 6.85 | ||||||||||
| 3/8' | 9.500 | 46.32 | 46.32 | 46.32 | 8.1 | 91.9 | D85 | 2.97 | |||
| #4 | 4.750 | 19.13 | 19.13 | 65.45 | 11.5 | 88.5 | D80 | 2.04 | |||
| #8 | 2.360 | 26.89 | 26.89 | 92.34 | 16.2 | 83.8 | D70 | 1.21 | |||
| #16 | 1.180 | 80.42 | 80.42 | 172.76 | 30.3 | 69.7 | D60 | 0.98 | |||
| #30 | 0.600 | 159.23 | 159.23 | 331.99 | 58.2 | 41.8 | D50 | 0.77 | |||
| #40 | 0.425 | 76.84 | 76.84 | 408.83 | 71.7 | 28.3 | D40 | 0.58 | |||
| #50 | 0.300 | 58.81 | 58.81 | 467.64 | 82.0 | 18.0 | D30 | 0.45 | |||
| #100 | 0.150 | 57.35 | 57.35 | 524.99 | 92.1 | 7.9 | D20 | 0.32 | |||
| #200 | 0.075 | 23.27 | 23.27 | 548.26 | 96.2 | 3.8 | D15 | 0.26 | |||
| Pan | ----- | 3.66 | 3.66 | 551.92 | D10 | 0.18 | |||||
| Total fines < #200 (g) | 21.8 | Acceptance Check (must be 1.003>x>0.997)=(F25/F11) | 1.000 | 0 | D5 | 0.10 | |||||
| Fineness Modulus | 4.66 |
&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 #: | 13-I8P2G-19 | ||||||||
| Location: | Fulton County, KY | ||||||||||
| Sample Description: | Poorly Graded Sand (SP) - Brown, Saturated | Sample Depth: (ft) | 68.5 | ||||||||
| Date Received: | 12/31/99 | ||||||||||
| Date Tested: | 09/27/19 | ||||||||||
| Tested By: | AT | ||||||||||
| Before 200 Wash | After 200 Wash | For Government Use Only | |||||||||
| Wt. Tare (g) | 175.22 | Wt. Tare (g) | 175.22 | D85 (mm) | 2.21 | <---*NOTE: D85 is estimated linearly from a log graph & should be verified & changed if required. | Screen | ||||
| Wt. Tare + Dry soil (g) | 717.49 | Wt. Tare + Dry soil (g) | 698.08 | Screen/Riser | Riser | ||||||
| Original Wt. Dry Soil (g) | 542.27 | Washed Wt. Dry Soil (g) | 522.86 | 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 | 2.91 | ||||||||||
| 3/8' | 9.500 | 3.71 | 3.71 | 3.71 | 0.7 | 99.3 | D85 | 2.21 | |||
| #4 | 4.750 | 10.68 | 10.68 | 14.39 | 2.7 | 97.3 | D80 | 1.95 | |||
| #8 | 2.360 | 51.80 | 51.80 | 66.19 | 12.2 | 87.8 | D70 | 1.43 | |||
| #16 | 1.180 | 122.00 | 122.00 | 188.19 | 34.7 | 65.3 | D60 | 1.07 | |||
| #30 | 0.600 | 152.60 | 152.60 | 340.79 | 62.8 | 37.2 | D50 | 0.86 | |||
| #40 | 0.425 | 76.69 | 76.69 | 417.48 | 77.0 | 23.0 | D40 | 0.66 | |||
| #50 | 0.300 | 42.13 | 42.13 | 459.61 | 84.8 | 15.2 | D30 | 0.51 | |||
| #100 | 0.150 | 34.36 | 34.36 | 493.97 | 91.1 | 8.9 | D20 | 0.38 | |||
| #200 | 0.075 | 25.73 | 25.73 | 519.70 | 95.8 | 4.2 | D15 | 0.29 | |||
| Pan | ----- | 3.26 | 3.26 | 522.96 | D10 | 0.18 | |||||
| Total fines < #200 (g) | 22.7 | Acceptance Check (must be 1.003>x>0.997)=(F25/F11) | 1.000 | 0 | D5 | 0.09 | |||||
| Fineness Modulus | 4.62 |
&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 #: | 13-I8P2G-19 | ||||||||
| Location: | Fulton County, KY | ||||||||||
| Sample Description: | Poorly Graded Sand (SP) - Brown, Saturated, Trace Gravel | Sample Depth: (ft) | 73.5 | ||||||||
| Date Received: | 12/31/99 | ||||||||||
| Date Tested: | 09/27/19 | ||||||||||
| Tested By: | AT | ||||||||||
| Before 200 Wash | After 200 Wash | For Government Use Only | |||||||||
| Wt. Tare (g) | 177.02 | Wt. Tare (g) | 177.02 | D85 (mm) | 3.46 | <---*NOTE: D85 is estimated linearly from a log graph & should be verified & changed if required. | Screen | ||||
| Wt. Tare + Dry soil (g) | 655.15 | Wt. Tare + Dry soil (g) | 640.32 | Screen/Riser | Riser | ||||||
| Original Wt. Dry Soil (g) | 478.13 | Washed Wt. Dry Soil (g) | 463.3 | 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 | 4.28 | ||||||||||
| 3/8' | 9.500 | 3.78 | 3.78 | 3.78 | 0.8 | 99.2 | D85 | 3.46 | |||
| #4 | 4.750 | 30.27 | 30.27 | 34.05 | 7.1 | 92.9 | D80 | 2.64 | |||
| #8 | 2.360 | 69.63 | 69.63 | 103.68 | 21.7 | 78.3 | D70 | 1.97 | |||
| #16 | 1.180 | 119.53 | 119.53 | 223.21 | 46.7 | 53.3 | D60 | 1.50 | |||
| #30 | 0.600 | 123.46 | 123.46 | 346.67 | 72.5 | 27.5 | D50 | 1.11 | |||
| #40 | 0.425 | 41.73 | 41.73 | 388.40 | 81.2 | 18.8 | D40 | 0.88 | |||
| #50 | 0.300 | 27.89 | 27.89 | 416.29 | 87.1 | 12.9 | D30 | 0.66 | |||
| #100 | 0.150 | 31.91 | 31.91 | 448.20 | 93.7 | 6.3 | D20 | 0.45 | |||
| #200 | 0.075 | 13.05 | 13.05 | 461.25 | 96.5 | 3.5 | D15 | 0.34 | |||
| Pan | ----- | 1.95 | 1.95 | 463.20 | D10 | 0.23 | |||||
| Total fines < #200 (g) | 16.8 | Acceptance Check (must be 1.003>x>0.997)=(F25/F11) | 1.000 | 0 | D5 | 0.12 | |||||
| Fineness Modulus | 5.07 |
&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 #: | 13-I8P2G-19 | ||||||||
| Location: | Fulton County, KY | ||||||||||
| Sample Description: | Poorly Graded Sand (SP) - Brown, Saturated, Trace Gravel | Sample Depth: (ft) | 78.5 | ||||||||
| Date Received: | 12/31/99 | ||||||||||
| Date Tested: | 09/30/19 | ||||||||||
| Tested By: | AT | ||||||||||
| Before 200 Wash | After 200 Wash | For Government Use Only | |||||||||
| Wt. Tare (g) | 126.81 | Wt. Tare (g) | 126.81 | D85 (mm) | 4.19 | <---*NOTE: D85 is estimated linearly from a log graph & should be verified & changed if required. | Screen | ||||
| Wt. Tare + Dry soil (g) | 643.2 | Wt. Tare + Dry soil (g) | 620.42 | Screen/Riser | Riser | ||||||
| Original Wt. Dry Soil (g) | 516.39 | Washed Wt. Dry Soil (g) | 493.61 | 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 | 4.93 | ||||||||||
| 3/8' | 9.500 | 12.23 | 12.23 | 12.23 | 2.4 | 97.6 | D85 | 4.19 | |||
| #4 | 4.750 | 40.99 | 40.99 | 53.22 | 10.3 | 89.7 | D80 | 3.60 | |||
| #8 | 2.360 | 103.97 | 103.97 | 157.19 | 30.4 | 69.6 | D70 | 2.41 | |||
| #16 | 1.180 | 151.72 | 151.72 | 308.91 | 59.8 | 40.2 | D60 | 1.98 | |||
| #30 | 0.600 | 113.35 | 113.35 | 422.26 | 81.8 | 18.2 | D50 | 1.57 | |||
| #40 | 0.425 | 19.84 | 19.84 | 442.10 | 85.6 | 14.4 | D40 | 1.18 | |||
| #50 | 0.300 | 13.32 | 13.32 | 455.42 | 88.2 | 11.8 | D30 | 0.91 | |||
| #100 | 0.150 | 23.14 | 23.14 | 478.56 | 92.7 | 7.3 | D20 | 0.65 | |||
| #200 | 0.075 | 13.46 | 13.46 | 492.02 | 95.3 | 4.7 | D15 | 0.45 | |||
| Pan | ----- | 1.41 | 1.41 | 493.43 | D10 | 0.24 | |||||
| Total fines < #200 (g) | 24.2 | Acceptance Check (must be 1.003>x>0.997)=(F25/F11) | 1.000 | 0 | D5 | 0.08 | |||||
| Fineness Modulus | 5.46 |
&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 |
This is the start of the file's text. The full file is on GovTribe.
File details come from the government source that posted it. Updated .