*** Supplementary Characterization Data ***

Pedon ID: 60NE109001

( Lancaster, Nebraska )

Print Date: Jun 4 2024 3:08AM

Sampled as on Jun 4, 1960:	Wymore
Revised to correlated on Jan 24, 2010:	Wymore ; Fine, smectitic, mesic Aquertic Argiudolls

				United States Department of Agriculture
SSL	-	Project	NL40001   SSIR SAMPLES	Soil Conservation Service
	-	Site ID	60NE109001   Lat: 40° 37' 27.01" north  Long: 96° 30' 10.00" west  MLRA: 106	Lincoln Soil Survey Laboratory
	-	Pedon No.	40A2337	Soil Laboratory
	-	General Methods 1B1A, 2A1, 2B		Lincoln, Nebraska

---

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
40A18314	0-18	Ap	S	100	100	100	100	100	100	100	100	100	98	55	39	28	100	100	100	99	96	0.02	0.013	--			48.7	0.6
40A18315	18-28	A	S	100	100	100	100	100	100	100	100	100	98	60	42	31	100	100	99	99	96	0.02	0.009	--			47.7	0.4
40A18316	28-41	B1	S	100	100	100	100	100	100	100	100	100	99	75	61	51	100	100	100	100	98	0.01	0.002	--			14.9	0.4
40A18317	41-71	B2	S	100	100	100	100	100	100	100	100	100	99	73	57	46	100	100	100	100	98	0.01	0.003	--			19.8	0.4
40A18318	71-84	Bk1	S	100	100	100	100	100	100	100	100	99	97	71	53	41	99	99	99	98	97	0.01	0.004	--			25.2	0.4
40A18319	84-112	Bk2	S	100	100	100	100	100	100	100	100	100	98	66	47	34	100	100	99	99	97	0.01	0.006	--			33.8	0.4
40A18320	112-132	C1	S	100	100	100	100	100	100	100	100	100	98	65	45	32	100	100	100	99	97	0.01	0.007	--			33.6	0.6
40A18321	132-152	C2	S	100	100	100	100	100	100	100	100	100	98	63	44	31	100	100	100	99	97	0.02	0.008	--			39.2	0.5

---

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									4A1h
40A18314	0-18	Ap	S	--	--	--	--	--	--	--	100	--	--	--	--	100		1.451		1.78	1.903				1.78	1.901	0.83	0.83
40A18315	18-28	A	S	--	--	--	--	--	--	--	100	--	--	--	--	100		1.451	1.47	1.78	1.903			1.47	1.79	1.901	0.83	0.83
40A18316	28-41	B1	S	--	--	--	--	--	--	--	100	--	--	--	--	100		1.451	1.86	1.87	1.903			1.86	1.87	1.901	0.83	0.83
40A18317	41-71	B2	S	--	--	--	--	--	--	--	100	--	--	--	--	100		1.451	1.92	1.89	1.903			1.92	1.88	1.901	0.83	0.83
40A18318	71-84	Bk1	S	--	--	--	--	--	--	--	100	--	--	--	--	100		1.451	1.85	1.89	1.903			1.85	1.89	1.901	0.83	0.83
40A18319	84-112	Bk2	S	--	--	--	--	--	--	--	100	--	--	--	--	100		1.451	1.63	1.87	1.903			1.63	1.87	1.901	0.83	0.83
40A18320	112-132	C1	S	--	--	--	--	--	--	--	100	--	--	--	--	100		1.451	1.61	1.87	1.903			1.61	1.87	1.901	0.83	0.83
40A18321	132-152	C2	S	--	--	--	--	--	--	--	100	--	--	--	--	100		1.451	1.59	1.89	1.903			1.59	1.88	1.901	0.83	0.83

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.

*** Supplementary Characterization Data ***

Pedon ID: 60NE109001

( Lancaster, Nebraska )

Print Date: Jun 4 2024 3:08AM

Sampled As	:	Wymore
USDA-SCS-Soil Survey Laboratory			;	Pedon No.  40A2337

---

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---)
40A18314	0-18	Ap	S	--	--	--	--	--	--	--	100	2	37	15	12	33			0.91		0.45						0.14
40A18315	18-28	A	S	--	--	--	--	--	--	--	100	2	36	17	12	33			0.85		0.45						0.13	0.13
40A18316	28-41	B1	S	--	--	--	--	--	--	--	100	1	25	28	3	42			0.81		0.45	0.010					0.09	0.09
40A18317	41-71	B2	S	--	--	--	--	--	--	--	100	1	28	25	2	43			0.84		0.45	0.020					0.13	0.13
40A18318	71-84	Bk1	S	--	--	--	--	--	--	--	100	2	30	22	2	43			0.07		0.48						0.16	0.16
40A18319	84-112	Bk2	S	--	--	--	--	--	--	--	100	2	34	19	3	42			0.08		0.54	0.030					0.15	0.15
40A18320	112-132	C1	S	--	--	--	--	--	--	--	100	2	36	17	3	42			0.10		0.55	0.010					0.17	0.17
40A18321	132-152	C2	S	--	--	--	--	--	--	--	100	2	36	17	2	43			0.10		0.54	0.050					0.19	0.19

---

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
40A18314	0-18	Ap	S				5	95	39		tr	tr	1	4	57	38	39		sicl	3.8	68.3	27.9
40A18315	18-28	A	S				5	95	45	tr	tr	tr	1	3	53	42	45		sicl	3.6	65.5	30.9
40A18316	28-41	B1	S				4	96	105	tr	tr	tr	tr	3	47	48	105		sic	2.1	46.6	51.3
40A18317	41-71	B2	S				4	96	85	tr	tr		tr	3	46	50	85		sic	2.0	52.0	46.0
40A18318	71-84	Bk1	S				6	94	69	1	1	tr	1	3	44	50	69		sic	3.5	55.6	40.9
40A18319	84-112	Bk2	S				5	95	52	tr	tr	tr	1	4	47	48	52		sicl	3.4	62.3	34.3
40A18320	112-132	C1	S				4	96	46		tr	tr	1	3	46	49	46		sicl	3.0	65.5	31.5
40A18321	132-152	C2	S				4	96	45		tr	tr	1	3	50	46	45		sicl	3.0	65.8	31.2