NSSC SSL Report Creation

*** Supplementary Characterization Data ***

Pedon ID: 82KY195005

( Pike, Kentucky )

Print Date: Nov 24 2024 4:24AM

Sampled as on Apr 29, 1982:	Stokly ; Fine-loamy, mixed, nonacid Aeric Fluvaquents
Revised to :

				United States Department of Agriculture
SSL	-	Project	CP83KY217 ALLEN, CRITTENDEN AND PIKE COUNTIES	Natural Resources Conservation Service
	-	Site ID	S1982KY195005 Lat: 37° 31' 18.00" north Long: 82° 36' 39.00" west	National Soil Survey Center
	-	Pedon No.	83P0703	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
																									4F1	4F

83P03484	0-17	Ap	S	100	100	100	100	100	100	99	98	93	65	44	27	15	97	95	86	70	59	0.05	0.028	0.001			56.3	0.8
83P03485	17-59	BA	S	100	100	100	100	100	100	99	98	93	63	42	26	15	98	96	85	68	56	0.06	0.034	0.001	30	8	70.8	0.9
83P03486	59-82	Bw	S	100	100	100	99	99	98	96	94	88	61	43	28	18	93	90	80	65	56	0.07	0.033	0.001	29	10	91.8	0.8
83P03487	82-175	Cg	S	100	100	100	100	100	99	97	96	88	55	39	26	17	95	92	77	59	49	0.10	0.053	0.001			>100	0.8

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

83P03484	0-17	Ap	S	2	--	--	2	--	1	1	98	2	--	1	1	98		1.46¹
83P03485	17-59	BA	S	2	--	--	2	--	1	1	98	2	--	1	1	98		1.46¹
83P03486	59-82	Bw	S	6	--	--	6	1	3	2	94	6	1	3	2	94		1.49¹
83P03487	82-175	Cg	S	4	--	--	4	--	3	1	96	4	--	3	1	96		1.48¹

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.

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

83P03484	0-17	Ap	S	1	--	--	1	--	1	1	99	21	24	8	45				0.77		0.50
83P03485	17-59	BA	S	1	--	--	1	--	1	1	99	23	22	8	45				0.63		0.47
83P03486	59-82	Bw	S	3	--	--	3	1	2	1	97	22	22	10	44				0.57		0.45
83P03487	82-175	Cg	S	2	--	--	2	--	2	1	98	26	18	9	44				0.60		0.50

*** Supplementary Characterization Data ***

Pedon ID: 82KY195005

( Pike, Kentucky )

Print Date: Nov 24 2024 4:24AM

Sampled As	:	Stokly		Fine-loamy, mixed, nonacid Aeric Fluvaquents
USDA-NRCS-NSSC-Soil Survey Laboratory			;	Pedon No. 83P0703

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

83P03484	0-17	Ap	S	2	2	2	46	52	17	1	2	12	18	14	17	36	18		l	39.9	45.0	15.1	4.2
83P03485	17-59	BA	S	2	2	2	50	48	18	tr	3	13	21	14	17	32	19		l	42.8	41.5	15.7	4.4
83P03486	59-82	Bw	S	7	7	6	46	46	21	1	3	14	19	13	17	33	23		l	40.7	40.6	18.7	4.7
83P03487	82-175	Cg	S	5	5	5	57	39	21	1	5	19	23	13	13	28	22		l	48.8	33.4	17.8	5.0

NSSC SSL Report Creation