*** Supplementary Characterization Data ***

Pedon ID: 85KY069016

( Fleming, Kentucky )

Print Date: Nov 23 2024 6:23AM

Sampled as on Jun 29, 1985:	Muse ; Clayey, mixed Typic Hapludults
Revised to :

				United States Department of Agriculture
SSL	-	Project	CP87KY096   FLEMING COUNTY	Natural Resources Conservation Service
	-	Site ID	S1985KY069016     MLRA: 121	National Soil Survey Center
	-	Pedon No.	87P0259	Soil Survey Laboratory
	-	General Methods 1B1A, 2A1, 2B		Lincoln, Nebraska 68508-3866

---

Tier 1				-1-	-2-	-3-	-4-	-5-	-6-	-7-	-8-	-9-	-10-	-11-	-12-	-13-	-14-	-15-	-16-	-17-	-18-	-19-	-20-	-21-	-22-	-23-	-24-	-25-
				(- - - - - - - - - - - - - - - - - - - - - - Engineering PSDA - - - - - - - - - - - - - - - - - - - - -)													(- - - - - Cumulative Curve Fractions - - - - -) (<75mm)								( Atter- )		( Gradation )
				Percentage Passing Sieve													USDA Less Than Diameters (mm) at								berg		Uni-	Cur-
	Depth			3	2	3/2	1	3/4	3/8	4	10	40	200	20	5	2	1.	.5	.25	.10	.05	60	50	10	LL	PI	fmty	vtur
Layer	(cm)	Horz	Prep	(-------------------Inches-------------------)						(---------Number---------)				(------Microns----)			(---------Millimeter----------)					(-----Percentile---)			(----%----)		CU	CC
87P01295	0-7	A	S	100	100	100	100	100	95	90	84	79	76	61	37	22	82	80	79	78	75	0.02	0.011	0.001			32.8	1.0
87P01296	7-27	Bt1	S	100	100	100	99	99	83	67	65	63	61	52	37	26	64	63	63	62	60	0.05	0.016	--			>100	0.3
87P01297	27-52	Bt2	S	100	99	98	97	96	85	74	72	70	69	62	50	42	71	70	70	70	68	0.02	0.005	--			47.4	0.2
87P01298	52-100	Bt3	S	100	99	98	96	95	89	82	82	80	78	72	60	52	81	80	80	79	78	0.01	0.002	--			16.4	0.4
87P01299	100-117	2Bt	S	100	99	98	97	96	92	87	83	81	78	70	56	47	82	81	80	79	76	0.01	0.003	--			22.0	0.3
87P01300	117-150	2C/R	S	100	98	96	94	92	85	77	74	73	71	66	51	40	74	73	72	72	70	0.01	0.005	--			32.5	0.3

---

Tier 2				-26-	-27-	-28-	-29-	-30-	-31-	-32-	-33-	-34-	-35-	-36-	-37-	-38-	-39-	-40-	-41-	-42-	-43-	-44-	-45-	-46-	-47-	-48-	-49-	-50-
				(- - - - - - - - - - - - - - - - - - - - - - Weight Fractions - - - - - - - - - - - - - - - - - - - - -)														(- - - - - - - - - - - Weight Per Unit Volume (g cm-3 )- - - - - - - -)									(- - Void - -)
				Whole Soil (mm)								<75 mm Fraction						Whole Soil				<2 mm Fraction					Ratios
				>2	250	250	75	75	20	5		75	75	20	5			Soil Sur		Engineering		Soil Survey			Engineering		At 33 kPa
	Depth				-UP	-75	-2	-20	-5	-2	<2	-2	-20	-5	-2	<2		33	Oven	Moist	Satur	33	1500	Oven	Moist	Satur	Whole	<2
Layer	(cm)	Horz	Prep	(------------------- % of Whole Soil ------------------)								(--------- % of <75 mm ---------)						kPa	-dry		-ated	kPa	kPa	-dry		-ated	Soil	mm
													3B1	3B1	3B1
87P01295	0-7	A	S	19	--	3	16	--	10	6	81	16	--	10	6	84		1.591
87P01296	7-27	Bt1	S	35	--	--	35	1	32	2	65	35	1	32	2	65		1.721
87P01297	27-52	Bt2	S	30	--	3	27	4	21	2	70	28	4	22	2	72		1.681
87P01298	52-100	Bt3	S	18	--	--	18	5	13	--	82	18	5	13	--	82		1.581
87P01299	100-117	2Bt	S	17	--	--	17	4	9	4	83	17	4	9	4	83		1.581
87P01300	117-150	2C/R	S	26	--	--	26	8	15	3	74	26	8	15	3	74		1.641
87P01301	150-160	R	S										--	--	--

¹The whole-soil bulk density was not measured. It was calculated using 1.45 g/cc as the 1/3-bar bulk density of the less-than-2-mm fraction for mineral soils.

*** Supplementary Characterization Data ***

Pedon ID: 85KY069016

( Fleming, Kentucky )

Print Date: Nov 23 2024 6:23AM

Sampled As	:	Muse		Clayey, mixed Typic Hapludults
USDA-NRCS-NSSC-Soil Survey Laboratory			;	Pedon No.  87P0259

---

Tier 3				-51-	-52-	-53-	-54-	-55-	-56-	-57-	-58-	-59-	-60-	-61-	-62-	-63-	-64-	-65-	-66-	-67-	-68-	-69-	-70-	-71-	-72-	-73-	-74-	-75-
				(- - - - - - - - - - - - - - - - - Volume Fractions - - - - - - - - - - - - - - - -)													C	(- - - - - - - Ratios To Clay - - - - - -)					(- - Linear Extensiblity - -)				(- - WRD - -)
				Whole Soil (mm) At 33 kPa													/N	<2 mm Fraction					Whole Soil		<2 mm		Whole	<2
				>2	250	250	75	75	20	5		2-	.05-	LT	Pores		Rat	Fine	CEC		1500	LEP	33 kPa		to %		Soil	mm
	Depth				-UP	-75	-2	-20	-5	-2	<2	.05	.002	.002	D	F	-io	Clay	Sum	NH4-	kPa	33	1500	Oven	1500	Oven
Layer	(cm)	Horz	Prep	(----------------------------- % of Whole Soil ---------------------------)															Cats	OAC	H2O	kPa	kPa	-dry	kPa	-dry	(---in3/in3---)
																					8D1
87P01295	0-7	A	S	11	--	2	10	--	6	4	89	5	31	12	40		12	0.29	1.12		0.49
87P01296	7-27	Bt1	S	23	--	--	23	1	21	1	77	3	22	17	35		9	0.35	0.42		0.41
87P01297	27-52	Bt2	S	19	--	2	17	3	13	1	81	3	16	26	37		6	0.45	0.37		0.38
87P01298	52-100	Bt3	S	11	--	--	11	3	8	--	89	3	15	31	40		5	0.45	0.36		0.37
87P01299	100-117	2Bt	S	10	--	--	10	2	5	2	90	4	17	28	40		4	0.47	0.40		0.38
87P01300	117-150	2C/R	S	16	--	--	16	5	9	2	84	2	19	25	38		5	0.43	0.43		0.37

---

Tier 4				-76-	-77-	-78-	-79-	-80-	-81-	-82-	-83-	-84-	-85-	-86-	-87-	-88-	-89-	-90-	-91-	-92-	-93-	-94-	-95-	-96-	-97-	-98-
				(- - - - - - - - - - - - - - - - - - - Weight Fractions - Clay Free - - - - - - - - - - - - - - - - - -)															Text	PSDA (mm)			pH	Elect.		Part-
				(--------------- Whole Soil ---------------)						(------------------- <2 mm Fraction -------------------)									-ure	Sand	Silt	Clay	Ca	Res-	Con-	-icle
				>2	75	20	2-	.05-	<	(------------- Sands -------------)					(--- Silts ---)		Cl		by	2-	.05-	<	Cl2	ist.	duct	Den-
	Depth				-20	-2	.05	.002	.002	VC	C	M	F	VF	C	F	ay		PSDA	.05	.002	.002	.01M	ohms	dS m-1	sity
Layer	(cm)	Horz	Prep	(- % of >2 mm Sand and Silt -)						(------------------% of Sand and Silt -------------)									<2 mm	(---- % of 2 mm ----)			(-------- <2 mm --------)			g cm-3
																			3A1a1a	3A1a1a	3A1a1a	3A1a1a	4C1a2a
87P01295	0-7	A	S	24	20	20	11	65	26	4	3	2	1	5	22	63	35		sil	11.2	63.1	25.7	5.0
87P01296	7-27	Bt1	S	47	47	46	7	45	36	2	3	2	2	6	19	67	68		sic	8.1	51.5	40.4	4.4
87P01297	27-52	Bt2	S	51	46	39	7	42	70	2	3	2		8	20	65	142		c	6.2	35.1	58.7	4.1
87P01298	52-100	Bt3	S	37	37	27	9	54	108	3	3	2	2	4	20	66	172		c	5.2	31.5	63.3	3.8
87P01299	100-117	2Bt	S	32	32	25	13	55	89	3	4	3	3	7	17	65	132		c	8.0	35.1	56.9	3.7
87P01300	117-150	2C/R	S	43	43	30	6	50	67	1	2	2		6	12	77	119		sic	5.0	40.7	54.3	3.7
87P01301	150-160	R	S																				3.9