*** Supplementary Characterization Data ***

Pedon ID: 1981NE127010

( Nemaha, Nebraska )

Print Date: Nov 21 2024 2:27PM

Sampled as on Sep 14, 1981:	Zoe
Revised to correlated:	Zoe ; Fine, smectitic, mesic Cumulic Vertic Endoaquolls

				United States Department of Agriculture
SSL	-	Project	RP82NE064   NEMAHA COUNTY	Natural Resources Conservation Service
	-	Site ID	1981NE127010   Lat: 40° 31' 4.90" north  Long: 96° 0' 31.70" west  MLRA: 106	National Soil Survey Center
	-	Pedon No.	82P0172	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
82P00910	0-20	Ap	S	100	100	100	100	100	100	100	100	100	99	65	42	28	100	100	100	100	98	0.01	0.008	--			32.5	0.8
82P00911	20-38	A1	S	100	100	100	100	100	100	100	100	100	99	67	45	30	100	100	100	100	99	0.01	0.007	--			30.9	0.7
82P00912	38-69	A2	S	100	100	100	100	100	100	100	100	100	99	72	54	43	100	100	100	100	98	0.01	0.004	--			22.5	0.4
82P00913	69-102	Ayz	S	100	100	100	100	100	100	100	99	98	96	71	54	42	99	98	97	97	95	0.01	0.004	--			23.9	0.4
82P00914	102-152	Bkz	S	100	100	100	100	100	100	100	99	97	95	69	52	40	98	97	96	96	94	0.01	0.004	--			27.1	0.4

---

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
82P00910	0-20	Ap	S	tr	--	--	--	--	--	tr	100	--	--	--	tr	100		1.451
82P00911	20-38	A1	S	--	--	--	--	--	--	--	100	--	--	--	--	100		1.451
82P00912	38-69	A2	S	--	--	--	--	--	--	--	100	--	--	--	--	100		1.451
82P00913	69-102	Ayz	S	1	--	--	1	--	tr	1	99	1	--	tr	1	99		1.461
82P00914	102-152	Bkz	S	1	--	--	1	--	--	1	99	1	--	--	1	99		1.461

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: 1981NE127010

( Nemaha, Nebraska )

Print Date: Nov 21 2024 2:27PM

Sampled As	:	Zoe
USDA-NRCS-NSSC-Soil Survey Laboratory			;	Pedon No.  82P0172

---

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
82P00910	0-20	Ap	S	tr	--	--	--	--	--	tr	100	1	38	15	45						0.49
82P00911	20-38	A1	S	--	--	--	--	--	--	--	100	1	37	17	45						0.50
82P00912	38-69	A2	S	--	--	--	--	--	--	--	100	1	31	23	45						0.46
82P00913	69-102	Ayz	S	1	--	--	1	--	tr	1	99	2	29	24	45						0.50
82P00914	102-152	Bkz	S	1	--	--	1	--	--	1	99	3	30	23	45						0.49

---

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	8E1	8A3a
82P00910	0-20	Ap	S				3	97	38		tr	tr	tr	3	45	51	38		sicl	2.5	69.8	27.7	6.4		0.39
82P00911	20-38	A1	S				2	98	43	tr	tr	tr	tr	1	46	52	43		sicl	1.5	68.2	30.3	6.1		0.48
82P00912	38-69	A2	S				3	97	74	tr	tr	tr	tr	2	46	52	74		sic	1.6	55.8	42.6	7.7		4.19
82P00913	69-102	Ayz	S	2	2	2	7	91	73	1	1	1	2	3	42	51	75		sic	4.1	53.2	42.7	7.7	360	4.92
82P00914	102-152	Bkz	S	2	2	2	8	90	68	1	2	1	1	3	43	49	69		sic	4.9	54.3	40.8	8.0		3.39