NSSC SSL Report Creation

*** Supplementary Characterization Data ***

Pedon ID: S2009NE109003

( Lancaster, Nebraska )

Print Date: Nov 21 2024 12:35PM

Sampled as on Oct 27, 2008:	Salmo ; Fine-silty, mixed, superactive, mesic Typic Halaquepts
Revised to :

				United States Department of Agriculture
SSL	-	Project	C2009USNE021 Lancaster Co.	Natural Resources Conservation Service
	-	Site ID	S2009NE109003 Lat: 40° 53' 59.90" north Long: 96° 40' 44.29" west MLRA: 106	National Soil Survey Center
	-	Pedon No.	09N0125	Kellogg 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


09N00868	0-20	Az	S	100	100	100	100	100	100	100	100	100	98	50	33	22	100	100	100	99	97	0.02	0.019	0.001			41.9	1.1
09N00869	20-42	Bz	S	100	100	100	100	100	100	100	100	100	98	42	26	16	100	100	100	100	96	0.03	0.023	0.001			30.9	2.0
09N00870	42-72	Azb1	S	100	100	100	100	100	100	100	100	100	98	41	27	17	100	100	100	100	96	0.03	0.023	0.001			36.2	2.2
09N00871	72-110	Azb2	S	100	100	100	100	100	100	100	100	100	97	38	25	17	100	100	100	100	93	0.03	0.024	0.001			36.9	3.1

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


09N00868	0-20	Az	S	1			1	--	tr	tr	99	1	--	tr	tr	99		1.46¹			1.91³
09N00869	20-42	Bz	S	--			--	--	--	--	100	--	--	--	--	100		1.45¹			1.90³
09N00870	42-72	Azb1	S	--			--	--	--	--	100	--	--	--	--	100		1.45¹			1.90³
09N00871	72-110	Azb2	S	--			--	--	--	--	100	--	--	--	--	100		1.45¹			1.90³

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.
³The saturated 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---)


09N00868	0-20	Az	S	1	--	--	1	--	tr	tr	99	2	41	12			12				0.64
09N00869	20-42	Bz	S	--	--	--	--	--	--	--	100	2	44	9			13				0.62
09N00870	42-72	Azb1	S	--	--	--	--	--	--	--	100	2	43	9			26		2.53		0.65
09N00871	72-110	Azb2	S	--	--	--	--	--	--	--	100	4	42	9			10		2.44		0.62

*** Supplementary Characterization Data ***

Pedon ID: S2009NE109003

( Lancaster, Nebraska )

Print Date: Nov 21 2024 12:35PM

Sampled As	:	Salmo		Fine-silty, mixed, superactive, mesic Typic Halaquepts
USDA-NRCS-NSSC-Soil Survey Laboratory			;	Pedon No. 09N0125

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	4C1a2a		4F2

09N00868	0-20	Az	S	1	1	--	4	94	27	tr	tr	tr	1	3	59	37	28		sil	3.4	74.9	21.7	7.2		2.80
09N00869	20-42	Bz	S	--	--	--	5	95	18	--	--	tr	tr	4	64	32	18		sil	3.9	80.5	15.6	8.0		24.60
09N00870	42-72	Azb1	S	--	--	--	5	95	21	--	--	tr	tr	5	66	29	21		sil	4.3	78.4	17.3	7.6		30.60
09N00871	72-110	Azb2	S	--	--	--	9	91	20	--	--	--	tr	8	66	26	20		sil	7.1	76.0	16.9	7.7		22.80

NSSC SSL Report Creation