Pilot Hole Sieve Data_23-I8P2G-19.xls

XLS spreadsheet 3 MB Posted Aug 18, 2021

Attached to: Island 8, Parcel 2 Seepage Remediation
Solicitation number: W912EQ21B0009
Issued by: Department of the Army Corps of Engineers Engineering District Memphis

About this file

Written by GovTribe AI · Dec 28, 2023

This document contains details for a federal contract solicitation to perform seepage remediation work on Island 8, Parcel 2 in Fulton County, Kentucky. The solicitation is identified as number W912EQ21B0009 and is issued by the Department of the Army Corps of Engineers Engineering District Memphis. The project scope involves installing 79 relief wells, laying over 12,000 linear feet of subsurface drain pipe, modifying and constructing over 2,800 linear feet of drainage ditches, replacing culverts at five locations with associated rip-rap placement, and removing snags and debris from Running Slough. This opportunity is designated as a service-disabled veteran owned small business set-aside and utilizes sealed bid procedures.

View the file

Other files

File	Type	Posted
Official Abstract Signed.pdf	PDF	Sep 2, 2021
Site Visit Attendance forms- W912EQ21B0009.pdf	PDF	Aug 25, 2021
Pilot Hole Sieve Data_08-I8P2G-19.xls	XLS spreadsheet	Aug 18, 2021
Pilot Hole Sieve Data_13-I8P2G-19.xls	XLS spreadsheet	Aug 18, 2021
Pilot Hole Sieve Data_16-I8P2G-19.xls	XLS spreadsheet	Aug 18, 2021
Pilot Hole Sieve Data_11-I8P2G-19.xls	XLS spreadsheet	Aug 18, 2021
Pilot Hole Sieve Data_79-I8P2G-19.xls	XLS spreadsheet	Aug 18, 2021
Pilot Hole Sieve Data_41-I8P2G-19.xls	XLS spreadsheet	Aug 18, 2021
Pilot Hole Sieve Data_71-I8P2G-19.xls	XLS spreadsheet	Aug 18, 2021
Pilot Hole Sieve Data_65-I8P2G-19.xls	XLS spreadsheet	Aug 18, 2021
Pilot Hole Sieve Data_25-I8P2G-19.xls	XLS spreadsheet	Aug 18, 2021
Pilot Hole Sieve Data_75-I8P2G-19.xls	XLS spreadsheet	Aug 18, 2021
Pilot Hole Sieve Data_49-I8P2G-19.xls	XLS spreadsheet	Aug 18, 2021
Pilot Hole Sieve Data_63-I8P2G-19.xls	XLS spreadsheet	Aug 18, 2021
Pilot Hole Sieve Data_73-I8P2G-19.xls	XLS spreadsheet	Aug 18, 2021
Pilot Hole Sieve Data_42-I8P2G-19.xls	XLS spreadsheet	Aug 18, 2021
Pilot Hole Sieve Data_78-I8P2G-19.xls	XLS spreadsheet	Aug 18, 2021
Pilot Hole Sieve Data_44-I8P2G-19.xls	XLS spreadsheet	Aug 18, 2021
Pilot Hole Sieve Data_09-I8P2G-19.xls	XLS spreadsheet	Aug 18, 2021
Pilot Hole Sieve Data_59-I8P2G-19.xls	XLS spreadsheet	Aug 18, 2021
Pilot Hole Sieve Data_15-I8P2G-19.xls	XLS spreadsheet	Aug 18, 2021
Pilot Hole Sieve Data_28-I8P2G-19.xls	XLS spreadsheet	Aug 18, 2021
Pilot Hole Sieve Data_39-I8P2G-19.xls	XLS spreadsheet	Aug 18, 2021
Pilot Hole Sieve Data_30-I8P2G-19.xls	XLS spreadsheet	Aug 18, 2021
Pilot Hole Sieve Data_38-I8P2G-19.xls	XLS spreadsheet	Aug 18, 2021
Pilot Hole Sieve Data_24-I8P2G-19.xls	XLS spreadsheet	Aug 18, 2021
Pilot Hole Sieve Data_32-I8P2G-19.xls	XLS spreadsheet	Aug 18, 2021
Pilot Hole Sieve Data_18-I8P2G-19.xls	XLS spreadsheet	Aug 18, 2021
Pilot Hole Sieve Data_45-I8P2G-19.xls	XLS spreadsheet	Aug 18, 2021
Pilot Hole Sieve Data_02-I8P2G-19.xls	XLS spreadsheet	Aug 18, 2021
Pilot Hole Sieve Data_34-I8P2G-19.xls	XLS spreadsheet	Aug 18, 2021
Pilot Hole Sieve Data_54-I8P2G-19.xls	XLS spreadsheet	Aug 18, 2021
Pilot Hole Sieve Data_57-I8P2G-19.xls	XLS spreadsheet	Aug 18, 2021
Pilot Hole Sieve Data_77-I8P2G-19.xls	XLS spreadsheet	Aug 18, 2021
Pilot Hole Sieve Data_76-I8P2G-19.xls	XLS spreadsheet	Aug 18, 2021
Pilot Hole Sieve Data_37-I8P2G-19.xls	XLS spreadsheet	Aug 18, 2021
Pilot Hole Sieve Data_67-I8P2G-19.xls	XLS spreadsheet	Aug 18, 2021
Island 8 Parcel 2 Pilot Hole Field Logs with coversheet.pdf	PDF	Aug 18, 2021
Pilot Hole Sieve Data_29-I8P2G-19.xls	XLS spreadsheet	Aug 18, 2021
Pilot Hole Sieve Data_50-I8P2G-19.xls	XLS spreadsheet	Aug 18, 2021
Pilot Hole Sieve Data_19-I8P2G-19.xls	XLS spreadsheet	Aug 18, 2021
Pilot Hole Sieve Data_48-I8P2G-19.xls	XLS spreadsheet	Aug 18, 2021
Pilot Hole Sieve Data_01-I8P2G-19.xls	XLS spreadsheet	Aug 18, 2021
Pilot Hole Sieve Data_17-I8P2G-19.xls	XLS spreadsheet	Aug 18, 2021
Pilot Hole Sieve Data_62-I8P2G-19.xls	XLS spreadsheet	Aug 18, 2021
Pilot Hole Sieve Data_35-I8P2G-19.xls	XLS spreadsheet	Aug 18, 2021
Pilot Hole Sieve Data_22-I8P2G-19.xls	XLS spreadsheet	Aug 18, 2021
Pilot Hole Sieve Data_52-I8P2G-19.xls	XLS spreadsheet	Aug 18, 2021
Pilot Hole Sieve Data_40-I8P2G-19.xls	XLS spreadsheet	Aug 18, 2021
Pilot Hole Sieve Data_36-I8P2G-19.xls	XLS spreadsheet	Aug 18, 2021

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

Try for free Login

Text version

The file's text, extracted by GovTribe without its formatting.

SUMMARY

Project:	Island 8 Parcel 2																	Riser (ft):	20
Location:	Fulton County, KY																	Screen (ft):	87
Well #:	23-I8P2G-19
Design By:	JBT	Checked by:
Date:	4/28/20	Date:
	A. Ground Elevation		303.9															D85 Criteria	0.37	mm
	B. Ground EL + 4"													0				Fines Criteria	10	%
	C. Max Well Head EL
	D. Actual Well Head EL													0
	(D = minimum of B and C.)
Sieve Data Summary
Sample #	Sample Information			Classification	D90	D85	D80	D70	D60	D50	D40	D30	D20	D15	D10	D5	D85	Fines	Screen or Riser	Comments
	Depth (ft)	Top Elev.	Bottom Elev.														(mm)	(%)
1	19	285.4	283.9	Poorly Graded Sand/Silty Sand (SP-SM) - Brown, Wet	0.56	0.53	0.50	0.44	0.40	0.36	0.32	0.27	0.20	0.17	0.14	0.08	0.53	5	RISER	El. 283.9 / 20 ft	Blue	Borderline
2	21	282.9	281.4	Poorly Graded Sand (SP) - Brown, Saturated	0.88	0.70	0.59	0.54	0.49	0.44	0.40	0.35	0.30	0.25	0.19	0.11	0.70	4	SCREEN		Red	Fail
3	24	280.4	278.9	Poorly Graded Sand (SP) - Brown, Saturated	0.60	0.56	0.53	0.47	0.40	0.35	0.30	0.24	0.18	0.15	0.08	0.00	0.56	10			Black	Pass
4	26	277.9	276.4	Poorly Graded Sand (SP) - Brown, Saturated	0.55	0.47	0.42	0.37	0.33	0.29	0.26	0.23	0.20	0.18	0.17	0.15	0.47	3
5	29	275.4	273.9	Poorly Graded Sand (SP) - Brown, Saturated	0.99	0.80	0.62	0.54	0.49	0.43	0.39	0.35	0.32	0.29	0.22	0.16	0.80	3
6	31	272.9	271.4	Poorly Graded Sand (SP) - Brown, Saturated	0.94	0.80	0.67	0.57	0.53	0.48	0.44	0.39	0.33	0.31	0.23	0.12	0.80	4
7	34	270.4	268.9	Poorly Graded Sand (SP) - Brown, Saturated	0.71	0.59	0.57	0.53	0.49	0.45	0.41	0.34	0.27	0.22	0.17	0.08	0.59	5
8	36	267.9	266.4	Poorly Graded Sand (SP) - Brown, Saturated	0.61	0.58	0.56	0.52	0.48	0.45	0.40	0.34	0.27	0.22	0.17	0.09	0.58	4
9	39	265.4	263.9	Poorly Graded Sand (SP) - Brown, Saturated	0.59	0.56	0.54	0.48	0.43	0.39	0.34	0.29	0.23	0.20	0.17	0.10	0.56	4
10	41	262.9	261.4	Poorly Graded Sand (SP) - Brown, Saturated	0.97	0.84	0.70	0.57	0.52	0.47	0.42	0.34	0.26	0.22	0.17	0.11	0.84	3
11	44	260.4	258.9	Poorly Graded Sand (SP) - Brown, Saturated	0.75	0.59	0.57	0.53	0.49	0.45	0.40	0.33	0.25	0.21	0.16	0.10	0.59	4
12	46	257.9	256.4	Poorly Graded Sand (SP) - Brown, Saturated	0.67	0.59	0.57	0.53	0.50	0.46	0.43	0.36	0.30	0.25	0.19	0.12	0.59	3
13	49	255.4	253.9	Poorly Graded Sand (SP) - Brown, Saturated	0.70	0.59	0.56	0.52	0.47	0.43	0.39	0.35	0.31	0.27	0.20	0.10	0.59	4
14	51	252.9	251.4	Poorly Graded Sand (SP) - Brown, Saturated, Trace Lean Clay	1.01	0.92	0.83	0.65	0.57	0.52	0.47	0.41	0.26	0.21	0.15	0.00	0.92	5
15	54	250.4	248.9	Poorly Graded Sand (SP) - Brown, Saturated, With Lignite	1.09	1.01	0.93	0.76	0.60	0.54	0.49	0.44	0.31	0.21	0.13	0.00	1.01	5
16	56	247.9	246.4	Poorly Graded Sand (SP) - Brown, Saturated, Trace Lean Clay	1.14	1.08	1.02	0.91	0.80	0.69	0.58	0.49	0.37	0.30	0.20	0.09	1.08	4
17	59	245.4	243.9	Poorly Graded Sand (SP) - Brown, Saturated, Trace Lean Clay	1.10	1.04	0.98	0.85	0.73	0.61	0.54	0.47	0.38	0.32	0.23	0.12	1.04	4
18	64	240.4	238.9	Poorly Graded Sand (SP) - Brown, Saturated, Trace Lean Clay	1.25	1.11	1.02	0.86	0.70	0.56	0.48	0.38	0.28	0.21	0.14	0.08	1.11	5
19	69	235.4	233.9	Poorly Graded Sand (SP) - Brown, Saturated, Trace Gravel	1.17	1.09	1.01	0.85	0.70	0.57	0.48	0.39	0.31	0.25	0.19	0.11	1.09	3
20	74	230.4	228.9	Poorly Graded Sand (SP) - Brown, Saturated	1.87	1.46	1.15	0.97	0.80	0.62	0.50	0.39	0.29	0.23	0.18	0.11	1.46	3
21	79	225.4	223.9	Poorly Graded Sand (SP) - Brown, Saturated, Trace Lignite	2.33	1.99	1.65	1.13	0.97	0.82	0.66	0.53	0.42	0.33	0.22	0.09	1.99	4
22	84	220.4	218.9	Poorly Graded Sand (SP) - Brown, Saturated, Trace Lignite	1.79	1.36	1.13	0.96	0.80	0.63	0.51	0.40	0.32	0.26	0.19	0.10	1.36	4
23	89	215.4	213.9	Poorly Graded Sand (SP) - Brown, Saturated	3.56	2.48	2.21	1.87	1.53	1.19	0.99	0.79	0.59	0.41	0.24	0.12	2.48	3
24	94	210.4	208.9	Poorly Graded Sand (SP) - Brown, Saturated, Trace Gravel	5.42	3.92	2.87	2.06	1.66	1.27	1.02	0.81	0.61	0.38	0.23	0.12	3.92	3
25	99	205.4	203.9	Poorly Graded Sand (SP) - Brown, Saturated, Trace Gravel	4.93	4.05	3.30	2.21	1.82	1.42	1.08	0.83	0.55	0.35	0.23	0.12	4.05	3
26	104	200.4	198.9	Poorly Graded Sand/Clayey Sand (SP-SC) - Brown, Saturated	8.86	7.38	5.89	4.15	3.17	2.21	1.32	0.81	0.44	0.27	0.18	0.08	7.38	5		El. 196.9 / 87 ft
27	109	195.4	193.9	Clayey Sand (SC) - White/Grey, Saturated	0.28	0.27	0.26	0.24	0.22	0.20	0.18	0.16	0.11	0.00	0.00	0.00	0.27	15
28	114	190.4	188.9	Clayey Sand (SC) - White/Grey, Saturated	0.28	0.27	0.26	0.24	0.22	0.20	0.18	0.16	0.12	0.00	0.00	0.00	0.27	15
29	119	185.4	183.9	Clayey Sand (SC) - White/Grey, Saturated	0.30	0.28	0.27	0.25	0.23	0.21	0.19	0.16	0.12	0.09	0.00	0.00	0.28	14
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
23-I8P2G-19	18.5	1	0.53	0.40	0.27	0.17	0.14
23-I8P2G-19	21	2	0.70	0.49	0.35	0.25	0.19
23-I8P2G-19	23.5	3	0.56	0.40	0.24	0.15	0.08
23-I8P2G-19	26	4	0.47	0.33	0.23	0.18	0.17
23-I8P2G-19	28.5	5	0.80	0.49	0.35	0.29	0.22
23-I8P2G-19	31	6	0.80	0.53	0.39	0.31	0.23
23-I8P2G-19	33.5	7	0.59	0.49	0.34	0.22	0.17
23-I8P2G-19	36	8	0.58	0.48	0.34	0.22	0.17
23-I8P2G-19	38.5	9	0.56	0.43	0.29	0.20	0.17
23-I8P2G-19	41	10	0.84	0.52	0.34	0.22	0.17
23-I8P2G-19	43.5	11	0.59	0.49	0.33	0.21	0.16
23-I8P2G-19	46	12	0.59	0.50	0.36	0.25	0.19
23-I8P2G-19	48.5	13	0.59	0.47	0.35	0.27	0.20
23-I8P2G-19	51	14	0.92	0.57	0.41	0.21	0.15
23-I8P2G-19	53.5	15	1.01	0.60	0.44	0.21	0.13
23-I8P2G-19	56	16	1.08	0.80	0.49	0.30	0.20
23-I8P2G-19	58.5	17	1.04	0.73	0.47	0.32	0.23
23-I8P2G-19	63.5	18	1.11	0.70	0.38	0.21	0.14
23-I8P2G-19	68.5	19	1.09	0.70	0.39	0.25	0.19
23-I8P2G-19	73.5	20	1.46	0.80	0.39	0.23	0.18
23-I8P2G-19	78.5	21	1.99	0.97	0.53	0.33	0.22
23-I8P2G-19	83.5	22	1.36	0.80	0.40	0.26	0.19
23-I8P2G-19	88.5	23	2.48	1.53	0.79	0.41	0.24
23-I8P2G-19	93.5	24	3.92	1.66	0.81	0.38	0.23
23-I8P2G-19	98.5	25	4.05	1.82	0.83	0.35	0.23
23-I8P2G-19	103.5	26	7.38	3.17	0.81	0.27	0.18
23-I8P2G-19	108.5	27	0.27	0.22	0.16	0.00	0.00
23-I8P2G-19	113.5	28	0.27	0.22	0.16	0.00	0.00
23-I8P2G-19	118.5	29	0.28	0.23	0.16	0.09	0.00
23-I8P2G-19	0	30	0.00	0.00	0.00	0.00	0.00
23-I8P2G-19	0	31	0.00	0.00	0.00	0.00	0.00
23-I8P2G-19	0	32	0.00	0.00	0.00	0.00	0.00
23-I8P2G-19	0	33	0.00	0.00	0.00	0.00	0.00
23-I8P2G-19	0	34	0.00	0.00	0.00	0.00	0.00
23-I8P2G-19	0	35	0.00	0.00	0.00	0.00	0.00
23-I8P2G-19	0	36	0.00	0.00	0.00	0.00	0.00
23-I8P2G-19	0	37	0.00	0.00	0.00	0.00	0.00
23-I8P2G-19	0	38	0.00	0.00	0.00	0.00	0.00
23-I8P2G-19	0	39	0.00	0.00	0.00	0.00	0.00
23-I8P2G-19	0	40	0.00	0.00	0.00	0.00	0.00
23-I8P2G-19	0	41	0.00	0.00	0.00	0.00	0.00
23-I8P2G-19	0	42	0.00	0.00	0.00	0.00	0.00
23-I8P2G-19	0	43	0.00	0.00	0.00	0.00	0.00
23-I8P2G-19	0	44	0.00	0.00	0.00	0.00	0.00
23-I8P2G-19	0	45	0.00	0.00	0.00	0.00	0.00
23-I8P2G-19	0	46	0.00	0.00	0.00	0.00	0.00
23-I8P2G-19	0	47	0.00	0.00	0.00	0.00	0.00
23-I8P2G-19	0	48	0.00	0.00	0.00	0.00	0.00
23-I8P2G-19	0	49	0.00	0.00	0.00	0.00	0.00
23-I8P2G-19	0	50	0.00	0.00	0.00	0.00	0.00

SAMPLE # (1)

Project Name:		Island 8 Parcel 2			Relief Well #:		23-I8P2G-19
Location:		Fulton County, KY
Sample Description:		Poorly Graded Sand/Silty Sand (SP-SM) - Brown, Wet			Sample Depth: (ft)		18.5
Date Received:
Date Tested:		10/29/19			(Top of Sample Only)
Tested By:		EG
Before 200 Wash			After 200 Wash			For Government Use Only
Wt. Tare (g)		506.44	Wt. Tare (g)		506.44	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)		824.46	Wt. Tare + Dry soil (g)		809.5	Screen/Riser					Riser
Original Wt. Dry Soil (g)		318.02	Washed Wt. Dry Soil (g)		303.06	Comments					?
Sieve Size (U.S. Std.)	Sieve Opening (mm)	Wt. Sieve (g)	Wt. Sieve + Soil (g)	Individual Wt. Retained (g)	Cumulative Wt. Retained (g)	Cumulative % Retained (%)	Cumulative % Passing (%)
									D90	0.56
3/8'	9.500		0.00	0.00	0.00	0.0	100.0		D85	0.53
#4	4.750		0.26	0.26	0.26	0.1	99.9		D80	0.50
#8	2.360		0.24	0.24	0.50	0.2	99.8		D70	0.44
#16	1.180		0.59	0.59	1.09	0.3	99.7		D60	0.40
#30	0.600		12.34	12.34	13.43	4.2	95.8		D50	0.36
#40	0.425		91.09	91.09	104.52	32.9	67.1		D40	0.32
#50	0.300		100.15	100.15	204.67	64.4	35.6		D30	0.27
#100	0.150		77.66	77.66	282.33	88.8	11.2		D20	0.20
#200	0.075		20.19	20.19	302.52	95.1	4.9		D15	0.17
Pan	-----		0.39	0.39	302.91				D10	0.14
Total fines < #200 (g)		15.4		Acceptance Check (must be 1.003>x>0.997)=(F25/F11)		1.000	0		D5	0.08
Fineness Modulus		2.86

&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 #:		23-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:		10/30/19
Tested By:		EER
Before 200 Wash			After 200 Wash			For Government Use Only
Wt. Tare (g)		516.01	Wt. Tare (g)		516.01	D85 (mm)	0.70	<---*NOTE: D85 is estimated linearly from a log graph & should be verified & changed if required.			Screen
Wt. Tare + Dry soil (g)		811.61	Wt. Tare + Dry soil (g)		801.16	Screen/Riser					Riser
Original Wt. Dry Soil (g)		295.6	Washed Wt. Dry Soil (g)		285.15	Comments					?
Sieve Size (U.S. Std.)	Sieve Opening (mm)	Wt. Sieve (g)	Wt. Sieve + Soil (g)	Individual Wt. Retained (g)	Cumulative Wt. Retained (g)	Cumulative % Retained (%)	Cumulative % Passing (%)
									D90	0.88
3/8'	9.500		0.00	0.00	0.00	0.0	100.0		D85	0.70
#4	4.750		0.00	0.00	0.00	0.0	100.0		D80	0.59
#8	2.360		0.62	0.62	0.62	0.2	99.8		D70	0.54
#16	1.180		2.66	2.66	3.28	1.1	98.9		D60	0.49
#30	0.600		50.06	50.06	53.34	18.0	82.0		D50	0.44
#40	0.425		105.37	105.37	158.71	53.7	46.3		D40	0.40
#50	0.300		79.33	79.33	238.04	80.5	19.5		D30	0.35
#100	0.150		38.59	38.59	276.63	93.6	6.4		D20	0.30
#200	0.075		6.99	6.99	283.62	95.9	4.1		D15	0.25
Pan	-----		0.81	0.81	284.43				D10	0.19
Total fines < #200 (g)		11.3		Acceptance Check (must be 1.003>x>0.997)=(F25/F11)		0.997	0		D5	0.11
Fineness Modulus		3.43

&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 #:		23-I8P2G-19
Location:		Fulton County, KY
Sample Description:		Poorly Graded Sand (SP) - Brown, Saturated			Sample Depth: (ft)		23.5
Date Received:		12/31/99
Date Tested:		10/30/19
Tested By:		EER
Before 200 Wash			After 200 Wash			For Government Use Only
Wt. Tare (g)		523.3	Wt. Tare (g)		523.3	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)		789.5	Wt. Tare + Dry soil (g)		765.25	Screen/Riser					Riser
Original Wt. Dry Soil (g)		266.2	Washed Wt. Dry Soil (g)		241.95	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	0.56
#4	4.750		0.63	0.63	0.63	0.2	99.8		D80	0.53
#8	2.360		0.91	0.91	1.54	0.6	99.4		D70	0.47
#16	1.180		2.61	2.61	4.15	1.6	98.4		D60	0.40
#30	0.600		21.74	21.74	25.89	9.7	90.3		D50	0.35
#40	0.425		70.02	70.02	95.91	36.0	64.0		D40	0.30
#50	0.300		64.25	64.25	160.16	60.2	39.8		D30	0.24
#100	0.150		65.13	65.13	225.29	84.6	15.4		D20	0.18
#200	0.075		14.77	14.77	240.06	90.2	9.8		D15	0.15
Pan	-----		1.21	1.21	241.27				D10	0.08
Total fines < #200 (g)		25.5		Acceptance Check (must be 1.003>x>0.997)=(F25/F11)		0.997	0		D5	0.00
Fineness Modulus		2.83

&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 #:		23-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:		10/30/19
Tested By:		EER
Before 200 Wash			After 200 Wash			For Government Use Only
Wt. Tare (g)		129.48	Wt. Tare (g)		129.48	D85 (mm)	0.47	<---*NOTE: D85 is estimated linearly from a log graph & should be verified & changed if required.			Screen
Wt. Tare + Dry soil (g)		420.02	Wt. Tare + Dry soil (g)		411.57	Screen/Riser					Riser
Original Wt. Dry Soil (g)		290.54	Washed Wt. Dry Soil (g)		282.09	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	0.55
3/8'	9.500		0.00	0.00	0.00	0.0	100.0		D85	0.47
#4	4.750		1.14	1.14	1.14	0.4	99.6		D80	0.42
#8	2.360		0.30	0.30	1.44	0.5	99.5		D70	0.37
#16	1.180		2.54	2.54	3.98	1.4	98.6		D60	0.33
#30	0.600		16.41	16.41	20.39	7.0	93.0		D50	0.29
#40	0.425		32.36	32.36	52.75	18.2	81.8		D40	0.26
#50	0.300		80.52	80.52	133.27	45.9	54.1		D30	0.23
#100	0.150		142.48	142.48	275.75	94.9	5.1		D20	0.20
#200	0.075		5.92	5.92	281.67	96.9	3.1		D15	0.18
Pan	-----		0.31	0.31	281.98				D10	0.17
Total fines < #200 (g)		8.8		Acceptance Check (must be 1.003>x>0.997)=(F25/F11)		1.000	0		D5	0.15
Fineness Modulus		2.65

&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 #:		23-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:		10/30/19
Tested By:		EER
Before 200 Wash			After 200 Wash			For Government Use Only
Wt. Tare (g)		178.5	Wt. Tare (g)		178.5	D85 (mm)	0.80	<---*NOTE: D85 is estimated linearly from a log graph & should be verified & changed if required.			Screen
Wt. Tare + Dry soil (g)		526.17	Wt. Tare + Dry soil (g)		517.63	Screen/Riser					Riser
Original Wt. Dry Soil (g)		347.67	Washed Wt. Dry Soil (g)		339.13	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		2.00	2.00	2.00	0.6	99.4		D85	0.80
#4	4.750		2.10	2.10	4.10	1.2	98.8		D80	0.62
#8	2.360		3.25	3.25	7.35	2.1	97.9		D70	0.54
#16	1.180		8.95	8.95	16.30	4.7	95.3		D60	0.49
#30	0.600		55.08	55.08	71.38	20.5	79.5		D50	0.43
#40	0.425		104.32	104.32	175.70	50.5	49.5		D40	0.39
#50	0.300		117.27	117.27	292.97	84.3	15.7		D30	0.35
#100	0.150		39.23	39.23	332.20	95.6	4.4		D20	0.32
#200	0.075		5.55	5.55	337.75	97.1	2.9		D15	0.29
Pan	-----		0.43	0.43	338.18				D10	0.22
Total fines < #200 (g)		9.0		Acceptance Check (must be 1.003>x>0.997)=(F25/F11)		0.997	0		D5	0.16
Fineness Modulus		3.57

&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 #:		23-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:		10/29/19
Tested By:		AT
Before 200 Wash			After 200 Wash			For Government Use Only
Wt. Tare (g)		175.45	Wt. Tare (g)		175.45	D85 (mm)	0.80	<---*NOTE: D85 is estimated linearly from a log graph & should be verified & changed if required.			Screen
Wt. Tare + Dry soil (g)		487.92	Wt. Tare + Dry soil (g)		477.01	Screen/Riser					Riser
Original Wt. Dry Soil (g)		312.47	Washed Wt. Dry Soil (g)		301.56	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	0.80
#4	4.750		0.00	0.00	0.00	0.0	100.0		D80	0.67
#8	2.360		0.81	0.81	0.81	0.3	99.7		D70	0.57
#16	1.180		2.42	2.42	3.23	1.0	99.0		D60	0.53
#30	0.600		66.77	66.77	70.00	22.4	77.6		D50	0.48
#40	0.425		128.77	128.77	198.77	63.6	36.4		D40	0.44
#50	0.300		70.37	70.37	269.14	86.1	13.9		D30	0.39
#100	0.150		24.64	24.64	293.78	94.0	6.0		D20	0.33
#200	0.075		7.15	7.15	300.93	96.3	3.7		D15	0.31
Pan	-----		0.57	0.57	301.50				D10	0.23
Total fines < #200 (g)		11.5		Acceptance Check (must be 1.003>x>0.997)=(F25/F11)		1.000	0		D5	0.12
Fineness Modulus		3.64

&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 #:		23-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:		10/30/19
Tested By:		EER
Before 200 Wash			After 200 Wash			For Government Use Only
Wt. Tare (g)		126.8	Wt. Tare (g)		126.8	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)		346.15	Wt. Tare + Dry soil (g)		335.83	Screen/Riser					Riser
Original Wt. Dry Soil (g)		219.35	Washed Wt. Dry Soil (g)		209.03	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	0.71
3/8'	9.500		0.00	0.00	0.00	0.0	100.0		D85	0.59
#4	4.750		0.00	0.00	0.00	0.0	100.0		D80	0.57
#8	2.360		0.00	0.00	0.00	0.0	100.0		D70	0.53
#16	1.180		0.16	0.16	0.16	0.1	99.9		D60	0.49
#30	0.600		26.70	26.70	26.86	12.2	87.8		D50	0.45
#40	0.425		98.54	98.54	125.40	57.2	42.8		D40	0.41
#50	0.300		43.55	43.55	168.95	77.0	23.0		D30	0.34
#100	0.150		34.14	34.14	203.09	92.6	7.4		D20	0.27
#200	0.075		5.51	5.51	208.60	95.1	4.9		D15	0.22
Pan	-----		0.24	0.24	208.84				D10	0.17
Total fines < #200 (g)		10.6		Acceptance Check (must be 1.003>x>0.997)=(F25/F11)		0.999	0		D5	0.08
Fineness Modulus		3.34

&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 #:		23-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:		10/30/19
Tested By:		EER
Before 200 Wash			After 200 Wash			For Government Use Only
Wt. Tare (g)		125.25	Wt. Tare (g)		125.25	D85 (mm)	0.58	<---*NOTE: D85 is estimated linearly from a log graph & should be verified & changed if required.			Screen
Wt. Tare + Dry soil (g)		384.56	Wt. Tare + Dry soil (g)		373.5	Screen/Riser					Riser
Original Wt. Dry Soil (g)		259.31	Washed Wt. Dry Soil (g)		248.25	Comments					?
Sieve Size (U.S. Std.)	Sieve Opening (mm)	Wt. Sieve (g)	Wt. Sieve + Soil (g)	Individual Wt. Retained (g)	Cumulative Wt. Retained (g)	Cumulative % Retained (%)	Cumulative % Passing (%)
									D90	0.61
3/8'	9.500		0.00	0.00	0.00	0.0	100.0		D85	0.58
#4	4.750		0.00	0.00	0.00	0.0	100.0		D80	0.56
#8	2.360		0.00	0.00	0.00	0.0	100.0		D70	0.52
#16	1.180		0.11	0.11	0.11	0.0	100.0		D60	0.48
#30	0.600		26.47	26.47	26.58	10.3	89.7		D50	0.45
#40	0.425		117.25	117.25	143.83	55.5	44.5		D40	0.40
#50	0.300		54.67	54.67	198.50	76.5	23.5		D30	0.34
#100	0.150		40.57	40.57	239.07	92.2	7.8		D20	0.27
#200	0.075		9.06	9.06	248.13	95.7	4.3		D15	0.22
Pan	-----		0.79	0.79	248.92				D10	0.17
Total fines < #200 (g)		11.9		Acceptance Check (must be 1.003>x>0.997)=(F25/F11)		1.003	0		D5	0.09
Fineness Modulus		3.30

&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 #:		23-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:		10/30/19
Tested By:		EER
Before 200 Wash			After 200 Wash			For Government Use Only
Wt. Tare (g)		128.8	Wt. Tare (g)		128.8	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)		453.31	Wt. Tare + Dry soil (g)		441.94	Screen/Riser					Riser
Original Wt. Dry Soil (g)		324.51	Washed Wt. Dry Soil (g)		313.14	Comments					?
Sieve Size (U.S. Std.)	Sieve Opening (mm)	Wt. Sieve (g)	Wt. Sieve + Soil (g)	Individual Wt. Retained (g)	Cumulative Wt. Retained (g)	Cumulative % Retained (%)	Cumulative % Passing (%)
									D90	0.59
3/8'	9.500		0.00	0.00	0.00	0.0	100.0		D85	0.56
#4	4.750		0.41	0.41	0.41	0.1	99.9		D80	0.54
#8	2.360		0.03	0.03	0.44	0.1	99.9		D70	0.48
#16	1.180		0.25	0.25	0.69	0.2	99.8		D60	0.43
#30	0.600		23.85	23.85	24.54	7.6	92.4		D50	0.39
#40	0.425		109.67	109.67	134.21	41.4	58.6		D40	0.34
#50	0.300		89.38	89.38	223.59	68.9	31.1		D30	0.29
#100	0.150		78.11	78.11	301.70	93.0	7.0		D20	0.23
#200	0.075		10.57	10.57	312.27	96.2	3.8		D15	0.20
Pan	-----		0.90	0.90	313.17				D10	0.17
Total fines < #200 (g)		12.3		Acceptance Check (must be 1.003>x>0.997)=(F25/F11)		1.000	0		D5	0.10
Fineness Modulus		3.07

&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 #:		23-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:		10/30/19
Tested By:		EER
Before 200 Wash			After 200 Wash			For Government Use Only
Wt. Tare (g)		128.51	Wt. Tare (g)		128.51	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)		469.99	Wt. Tare + Dry soil (g)		460.93	Screen/Riser					Riser
Original Wt. Dry Soil (g)		341.48	Washed Wt. Dry Soil (g)		332.42	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	0.97
3/8'	9.500		0.00	0.00	0.00	0.0	100.0		D85	0.84
#4	4.750		0.00	0.00	0.00	0.0	100.0		D80	0.70
#8	2.360		0.63	0.63	0.63	0.2	99.8		D70	0.57
#16	1.180		7.19	7.19	7.82	2.3	97.7		D60	0.52
#30	0.600		73.12	73.12	80.94	23.7	76.3		D50	0.47
#40	0.425		122.41	122.41	203.35	59.5	40.5		D40	0.42
#50	0.300		54.50	54.50	257.85	75.5	24.5		D30	0.34
#100	0.150		59.21	59.21	317.06	92.8	7.2		D20	0.26
#200	0.075		15.06	15.06	332.12	97.3	2.7		D15	0.22
Pan	-----		0.83	0.83	332.95				D10	0.17
Total fines < #200 (g)		9.9		Acceptance Check (must be 1.003>x>0.997)=(F25/F11)		1.002	0		D5	0.11
Fineness Modulus		3.51

&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 #:		23-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:		10/30/19
Tested By:		EER
Before 200 Wash			After 200 Wash			For Government Use Only
Wt. Tare (g)		129.6	Wt. Tare (g)		129.6	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)		459.47	Wt. Tare + Dry soil (g)		448.21	Screen/Riser					Riser
Original Wt. Dry Soil (g)		329.87	Washed Wt. Dry Soil (g)		318.61	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	0.75
3/8'	9.500		0.00	0.00	0.00	0.0	100.0		D85	0.59
#4	4.750		0.94	0.94	0.94	0.3	99.7		D80	0.57
#8	2.360		0.11	0.11	1.05	0.3	99.7		D70	0.53
#16	1.180		1.71	1.71	2.76	0.8	99.2		D60	0.49
#30	0.600		40.47	40.47	43.23	13.1	86.9		D50	0.45
#40	0.425		140.39	140.39	183.62	55.7	44.3		D40	0.40
#50	0.300		62.19	62.19	245.81	74.5	25.5		D30	0.33
#100	0.150		56.02	56.02	301.83	91.5	8.5		D20	0.25
#200	0.075		15.80	15.80	317.63	96.3	3.7		D15	0.21
Pan	-----		0.97	0.97	318.60				D10	0.16
Total fines < #200 (g)		12.2		Acceptance Check (must be 1.003>x>0.997)=(F25/F11)		1.000	0		D5	0.10
Fineness Modulus		3.33

&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 #:		23-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:		10/30/19
Tested By:		EER
Before 200 Wash			After 200 Wash			For Government Use Only
Wt. Tare (g)		125.17	Wt. Tare (g)		125.17	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)		453.92	Wt. Tare + Dry soil (g)		444.1	Screen/Riser					Riser
Original Wt. Dry Soil (g)		328.75	Washed Wt. Dry Soil (g)		318.93	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	0.67
3/8'	9.500		0.00	0.00	0.00	0.0	100.0		D85	0.59
#4	4.750		2.00	2.00	2.00	0.6	99.4		D80	0.57
#8	2.360		0.10	0.10	2.10	0.6	99.4		D70	0.53
#16	1.180		0.15	0.15	2.25	0.7	99.3		D60	0.50
#30	0.600		35.11	35.11	37.36	11.4	88.6		D50	0.46
#40	0.425		162.60	162.60	199.96	60.8	39.2		D40	0.43
#50	0.300		62.55	62.55	262.51	79.9	20.1		D30	0.36
#100	0.150		46.46	46.46	308.97	94.0	6.0		D20	0.30
#200	0.075		8.95	8.95	317.92	96.7	3.3		D15	0.25
Pan	-----		0.44	0.44	318.36				D10	0.19
Total fines < #200 (g)		10.3		Acceptance Check (must be 1.003>x>0.997)=(F25/F11)		0.998	0		D5	0.12
Fineness Modulus		3.45

&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 #:		23-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:		10/30/19
Tested By:		EER
Before 200 Wash			After 200 Wash			For Government Use Only
Wt. Tare (g)		127.43	Wt. Tare (g)		127.43	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)		448.4	Wt. Tare + Dry soil (g)		436.62	Screen/Riser					Riser
Original Wt. Dry Soil (g)		320.97	Washed Wt. Dry Soil (g)		309.19	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	0.70
3/8'	9.500		0.00	0.00	0.00	0.0	100.0		D85	0.59
#4	4.750		0.00	0.00	0.00	0.0	100.0		D80	0.56
#8	2.360		0.14	0.14	0.14	0.0	100.0		D70	0.52
#16	1.180		0.65	0.65	0.79	0.2	99.8		D60	0.47
#30	0.600		37.91	37.91	38.70	12.1	87.9		D50	0.43
#40	0.425		123.22	123.22	161.92	50.4	49.6		D40	0.39
#50	0.300		104.59	104.59	266.51	83.0	17.0		D30	0.35
#100	0.150		33.02	33.02	299.53	93.3	6.7		D20	0.31
#200	0.075		8.50	8.50	308.03	96.0	4.0		D15	0.27
Pan	-----		0.78	0.78	308.81				D10	0.20
Total fines < #200 (g)		12.6		Acceptance Check (must be 1.003>x>0.997)=(F25/F11)		0.999	0		D5	0.10
Fineness Modulus		3.35

&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 #:		23-I8P2G-19
Location:		Fulton County, KY
Sample Description:		Poorly Graded Sand (SP) - Brown, Saturated, Trace Lean Clay			Sample Depth: (ft)		51
Date Received:		12/31/99
Date Tested:		10/30/19
Tested By:		EER
Before 200 Wash			After 200 Wash			For Government Use Only
Wt. Tare (g)		130.15	Wt. Tare (g)		130.15	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)		473.99	Wt. Tare + Dry soil (g)		456.83	Screen/Riser					Riser
Original Wt. Dry Soil (g)		343.84	Washed Wt. Dry Soil (g)		326.68	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	1.01
3/8'	9.500		0.00	0.00	0.00	0.0	100.0		D85	0.92
#4	4.750		0.22	0.22	0.22	0.1	99.9		D80	0.83
#8	2.360		0.25	0.25	0.47	0.1	99.9		D70	0.65
#16	1.180		1.67	1.67	2.14	0.6	99.4		D60	0.57
#30	0.600		111.09	111.09	113.23	32.9	67.1		D50	0.52
#40	0.425		125.51	125.51	238.74	69.4	30.6		D40	0.47
#50	0.300		23.85	23.85	262.59	76.4	23.6		D30	0.41
#100	0.150		46.99	46.99	309.58	90.0	10.0		D20	0.26
#200	0.075		15.96	15.96	325.54	94.7	5.3		D15	0.21
Pan	-----		1.24	1.24	326.78				D10	0.15
Total fines < #200 (g)		18.4		Acceptance Check (must be 1.003>x>0.997)=(F25/F11)		1.000	0		D5	0.00
Fineness Modulus		3.64

&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 #:		23-I8P2G-19
Location:		Fulton County, KY
Sample Description:		Poorly Graded Sand (SP) - Brown, Saturated, With Lignite			Sample Depth: (ft)		53.5
Date Received:		12/31/99
Date Tested:		10/30/19
Tested By:		EER
Before 200 Wash			After 200 Wash			For Government Use Only
Wt. Tare (g)		128.87	Wt. Tare (g)		128.87	D85 (mm)	1.01	<---*NOTE: D85 is estimated linearly from a log graph & should be verified & changed if required.			Screen
Wt. Tare + Dry soil (g)		520.56	Wt. Tare + Dry soil (g)		502.59	Screen/Riser					Riser
Original Wt. Dry Soil (g)		391.69	Washed Wt. Dry Soil (g)		373.72	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	1.01
#4	4.750		1.57	1.57	1.57	0.4	99.6		D80	0.93
#8	2.360		2.54	2.54	4.11	1.0	99.0		D70	0.76
#16	1.180		15.10	15.10	19.21	4.9	95.1		D60	0.60
#30	0.600		135.80	135.80	155.01	39.6	60.4		D50	0.54
#40	0.425		127.91	127.91	282.92	72.2	27.8		D40	0.49
#50	0.300		31.84	31.84	314.76	80.4	19.6		D30	0.44
#100	0.150		30.43	30.43	345.19	88.1	11.9		D20	0.31
#200	0.075		25.40	25.40	370.59	94.6	5.4		D15	0.21
Pan	-----		2.61	2.61	373.20				D10	0.13
Total fines < #200 (g)		20.6		Acceptance Check (must be 1.003>x>0.997)=(F25/F11)		0.999	0		D5	0.00
Fineness Modulus		3.81

&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 #:		23-I8P2G-19
Location:		Fulton County, KY
Sample Description:		Poorly Graded Sand (SP) - Brown, Saturated, Trace Lean Clay			Sample Depth: (ft)		56
Date Received:		12/31/99
Date Tested:		10/30/19
Tested By:		EER
Before 200 Wash			After 200 Wash			For Government Use Only
Wt. Tare (g)		126.07	Wt. Tare (g)		126.07	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)		499.31	Wt. Tare + Dry soil (g)		483.8	Screen/Riser					Riser
Original Wt. Dry Soil (g)		373.24	Washed Wt. Dry Soil (g)		357.73	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	1.14
3/8'	9.500		0.00	0.00	0.00	0.0	100.0		D85	1.08
#4	4.750		0.54	0.54	0.54	0.1	99.9		D80	1.02
#8	2.360		0.52	0.52	1.06	0.3	99.7		D70	0.91
#16	1.180		21.95	21.95	23.01	6.2	93.8		D60	0.80
#30	0.600		192.76	192.76	215.77	57.8	42.2		D50	0.69
#40	0.425		70.30	70.30	286.07	76.6	23.4		D40	0.58
#50	0.300		31.16	31.16	317.23	85.0	15.0		D30	0.49
#100	0.150		29.01	29.01	346.24	92.8	7.2		D20	0.37
#200	0.075		10.72	10.72	356.96	95.6	4.4		D15	0.30
Pan	-----		1.07	1.07	358.03				D10	0.20
Total fines < #200 (g)		16.6		Acceptance Check (must be 1.003>x>0.997)=(F25/F11)		1.001	0		D5	0.09
Fineness Modulus		4.14

&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 #:		23-I8P2G-19
Location:		Fulton County, KY
Sample Description:		Poorly Graded Sand (SP) - Brown, Saturated, Trace Lean Clay			Sample Depth: (ft)		58.5
Date Received:		12/31/99
Date Tested:		10/30/19
Tested By:		EER
Before 200 Wash			After 200 Wash			For Government Use Only
Wt. Tare (g)		129.78	Wt. Tare (g)		129.78	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)		485.83	Wt. Tare + Dry soil (g)		473.27	Screen/Riser					Riser
Original Wt. Dry Soil (g)		356.05	Washed Wt. Dry Soil (g)		343.49	Comments					?
Sieve Size (U.S. Std.)	Sieve Opening (mm)	Wt. Sieve (g)	Wt. Sieve + Soil (g)	Individual Wt. Retained (g)	Cumulative Wt. Retained (g)	Cumulative % Retained (%)	Cumulative % Passing (%)
									D90	1.10
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	0.98
#8	2.360		0.53	0.53	0.53	0.1	99.9		D70	0.85
#16	1.180		12.29	12.29	12.82	3.6	96.4		D60	0.73
#30	0.600		167.46	167.46	180.28	50.6	49.4		D50	0.61
#40	0.425		90.78	90.78	271.06	76.1	23.9		D40	0.54
#50	0.300		37.88	37.88	308.94	86.8	13.2		D30	0.47
#100	0.150		25.80	25.80	334.74	94.0	6.0		D20	0.38
#200	0.075		8.25	8.25	342.99	96.3	3.7		D15	0.32
Pan	-----		0.60	0.60	343.59				D10	0.23
Total fines < #200 (g)		13.2		Acceptance Check (must be 1.003>x>0.997)=(F25/F11)		1.000	0		D5	0.12
Fineness Modulus		4.08

&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 #:		23-I8P2G-19
Location:		Fulton County, KY
Sample Description:		Poorly Graded Sand (SP) - Brown, Saturated, Trace Lean Clay			Sample Depth: (ft)		63.5
Date Received:		12/31/99
Date Tested:		10/30/19
Tested By:		EER
Before 200 Wash			After 200 Wash			For Government Use Only
Wt. Tare (g)		175.99	Wt. Tare (g)		175.99	D85 (mm)	1.11	<---*NOTE: D85 is estimated linearly from a log graph & should be verified & changed if required.			Screen
Wt. Tare + Dry soil (g)		637.3	Wt. Tare + Dry soil (g)		618.61	Screen/Riser					Riser
Original Wt. Dry Soil (g)		461.31	Washed Wt. Dry Soil (g)		442.62	Comments					?
Sieve Size (U.S. Std.)	Sieve Opening (mm)	Wt. Sieve (g)	Wt. Sieve + Soil (g)	Individual Wt. Retained (g)	Cumulative Wt. Retained (g)	Cumulative % Retained (%)	Cumulative % Passing (%)
									D90	1.25
3/8'	9.500		0.00	0.00	0.00	0.0	100.0		D85	1.11
#4	4.750		2.63	2.63	2.63	0.6	99.4		D80	1.02
#8	2.360		7.57	7.57	10.20	2.2	97.8		D70	0.86
#16	1.180		38.20	38.20	48.40	10.5	89.5		D60	0.70
#30	0.600		162.86	162.86	211.26	45.8	54.2		D50	0.56
#40	0.425		91.89	91.89	303.15	65.7	34.3		D40	0.48
#50	0.300		58.62	58.62	361.77	78.4	21.6		D30	0.38
#100	0.150		48.10	48.10	409.87	88.8	11.2		D20	0.28
#200	0.075		29.74	29.74	439.61	95.3	4.7		D15	0.21
Pan	-----		2.54	2.54	442.15				D10	0.14
Total fines < #200 (g)		21.2		Acceptance Check (must be 1.003>x>0.997)=(F25/F11)		0.999	0		D5	0.08
Fineness Modulus		3.87

&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 #:		23-I8P2G-19
Location:		Fulton County, KY
Sample Description:		Poorly Graded Sand (SP) - Brown, Saturated, Trace Gravel			Sample Depth: (ft)		68.5
Date Received:		12/31/99
Date Tested:		10/30/19
Tested By:		EER
Before 200 Wash			After 200 Wash			For Government Use Only
Wt. Tare (g)		177.03	Wt. Tare (g)		177.03	D85 (mm)	1.09	<---*NOTE: D85 is estimated linearly from a log graph & should be verified & changed if required.			Screen
Wt. Tare + Dry soil (g)		692.6	Wt. Tare + Dry soil (g)		677.96	Screen/Riser					Riser
Original Wt. Dry Soil (g)		515.57	Washed Wt. Dry Soil (g)		500.93	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	1.17
3/8'	9.500		5.48	5.48	5.48	1.1	98.9		D85	1.09
#4	4.750		3.98	3.98	9.46	1.8	98.2		D80	1.01
#8	2.360		4.23	4.23	13.69	2.7	97.3		D70	0.85
#16	1.180		34.77	34.77	48.46	9.4	90.6		D60	0.70
#30	0.600		189.45	189.45	237.91	46.1	53.9		D50	0.57
#40	0.425		101.61	101.61	339.52	65.9	34.1		D40	0.48
#50	0.300		80.86	80.86	420.38	81.5	18.5		D30	0.39
#100	0.150		59.14	59.14	479.52	93.0	7.0		D20	0.31
#200	0.075		18.99	18.99	498.51	96.7	3.3		D15	0.25
Pan	-----		2.42	2.42	500.93				D10	0.19
Total fines < #200 (g)		17.1		Acceptance Check (must be 1.003>x>0.997)=(F25/F11)		1.000	0		D5	0.11
Fineness Modulus		3.98

&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 #:		23-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:		10/30/19
Tested By:		EER
Before 200 Wash			After 200 Wash			For Government Use Only
Wt. Tare (g)		178.08	Wt. Tare (g)		178.08	D85 (mm)	1.46	<---*NOTE: D85 is estimated linearly from a log graph & should be verified & changed if required.			Screen
Wt. Tare + Dry soil (g)		646.77	Wt. Tare + Dry soil (g)		634.04	Screen/Riser					Riser
Original Wt. Dry Soil (g)		468.69	Washed Wt. Dry Soil (g)		455.96	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	1.87
3/8'	9.500		0.00	0.00	0.00	0.0	100.0		D85	1.46
#4	4.750		7.16	7.16	7.16	1.5	98.5		D80	1.15
#8	2.360		12.09	12.09	19.25	4.1	95.9		D70	0.97
#16	1.180		66.75	66.75	86.00	18.3	81.7		D60	0.80
#30	0.600		154.30	154.30	240.30	51.3	48.7		D50	0.62
#40	0.425		69.56	69.56	309.86	66.1	33.9		D40	0.50
#50	0.300		59.98	59.98	369.84	78.9	21.1		D30	0.39
#100	0.150		63.60	63.60	433.44	92.5	7.5		D20	0.29
#200	0.075		19.74	19.74	453.18	96.7	3.3		D15	0.23
Pan	-----		1.95	1.95	455.13				D10	0.18
Total fines < #200 (g)		14.7		Acceptance Check (must be 1.003>x>0.997)=(F25/F11)		0.998	0		D5	0.11
Fineness Modulus		4.09

&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 #:		23-I8P2G-19
Location:		Fulton County, KY
Sample Description:		Poorly Graded Sand (SP) - Brown, Saturated, Trace Lignite			Sample Depth: (ft)		78.5
Date Received:		12/31/99
Date Tested:		10/30/19
Tested By:		EER
Before 200 Wash			After 200 Wash			For Government Use Only
Wt. Tare (g)		176.73	Wt. Tare (g)		176.73	D85 (mm)	1.99	<---*NOTE: D85 is estimated linearly from a log graph & should be verified & changed if required.			Screen
Wt. Tare + Dry soil (g)		705.18	Wt. Tare + Dry soil (g)		684.6	Screen/Riser					Riser
Original Wt. Dry Soil (g)		528.45	Washed Wt. Dry Soil (g)		507.87	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	2.33
3/8'	9.500		10.80	10.80	10.80	2.0	98.0		D85	1.99
#4	4.750		7.62	7.62	18.42	3.5	96.5		D80	1.65
#8	2.360		32.32	32.32	50.74	9.6	90.4		D70	1.13
#16	1.180		91.29	91.29	142.03	26.9	73.1		D60	0.97
#30	0.600		196.12	196.12	338.15	64.0	36.0		D50	0.82
#40	0.425		83.47	83.47	421.62	79.8	20.2		D40	0.66
#50	0.300		35.18	35.18	456.80	86.4	13.6		D30	0.53
#100	0.150		33.58	33.58	490.38	92.8	7.2		D20	0.42
#200	0.075		14.62	14.62	505.00	95.6	4.4		D15	0.33
Pan	-----		2.37	2.37	507.37				D10	0.22
Total fines < #200 (g)		22.9		Acceptance Check (must be 1.003>x>0.997)=(F25/F11)		0.999	0		D5	0.09
Fineness Modulus		4.61

&C&"Arial,Regular"&14SIEVE ANALYSIS DATA SHEET (ASTM C136 / C117)

# (21)

12.5

12.7

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 Aug 18, 2021.