NSSC SSL Report Creation

*** Supplementary Characterization Data ***

Pedon ID: S1974MN163002

( Washington, Minnesota )

Print Date: Nov 24 2024 12:16AM

Sampled as on Oct 19, 1974:	AUBURNDALE
Revised to correlated:	Auburndale ; Fine-loamy, mixed, superactive, frigid Typic Epiaqualfs

				United States Department of Agriculture
SSL	-	Project	NL40001 SSIR SAMPLES	Soil Conservation Service
	-	Site ID	S1974MN163002 Lat: 44° 58' 27.98" north Long: 92° 56' 25.74" west MLRA: 90	Lincoln Soil Survey Laboratory
	-	Pedon No.	40A1756	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


40A13931	0-24	Ap	S	100	100	100	100	100	100	100	100	98	94	53	30	14	99	99	98	97	91	0.02	0.017	0.001			24.2	1.1
40A13932	24-38	Eg	S	100	100	100	100	100	100	100	100	98	94	47	32	21	99	98	98	97	90	0.03	0.021	0.001			44.9	1.2
40A13933	38-56	Btg11	S	100	100	100	100	100	100	100	100	99	95	55	40	29	100	99	99	98	92	0.02	0.013	--			51.5	0.5
40A13934	56-78	Btg12	S	100	100	100	100	100	100	100	100	99	95	55	39	28	100	99	99	98	91	0.02	0.013	--			49.3	0.6
40A13935	78-104	Btg2	S	100	99	99	98	98	97	96	94	86	69	35	24	16	92	87	81	73	63	0.05	0.033	0.001			55.8	3.2
40A13936	104-128	2B	S	100	99	99	98	98	95	92	87	67	33	18	12	9	82	71	55	37	28	0.31	0.193	0.003			>100	3.9
40A13937	128-188	2C	S	100	93	89	82	77	71	64	57	45	24	11	8	6	53	48	36	26	20	2.88	0.666	0.013			>100	0.5
40A13938	128-188	2C	S	100	99	99	98	98	97	96	95	92	82	20	14	10	94	93	91	88	74	0.04	0.033	0.002			19.7	7.1

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
													3B1	3B1	3B1							NK		4A1h

40A13931	0-24	Ap	S	--	--	--	--	--	--	--	100	--	--	--	--	100		1.28	1.36	1.64	1.80	1.28		1.36	1.64	1.80	1.07	1.07
40A13932	24-38	Eg	S	--	--	--	--	--	--	--	100	--	--	--	--	100		1.34	1.49	1.68	1.83	1.34		1.49	1.67	1.83	0.98	0.98
40A13933	38-56	Btg11	S	--	--	--	--	--	--	--	100	--	--	--	--	100		1.40	1.58	1.75	1.87	1.40		1.58	1.75	1.87	0.89	0.89
40A13934	56-78	Btg12	S	--	--	--	--	--	--	--	100	--	--	--	--	100		1.42	1.66	1.76	1.88	1.42		1.66	1.77	1.88	0.87	0.87
40A13935	78-104	Btg2	S	6	--	--	6	2	2	2	94	6	2	2	2	94		1.47	1.65	1.79	1.92	1.43		1.61	1.77	1.89	0.80	0.85
40A13936	104-128	2B	S	13	--	--	13	2	6	5	87	13	2	6	5	87		1.54²
40A13937	128-188	2C	S	43	--	--	43	23	13	7	57	43	23	13	7	57		1.93²
40A13938	128-188	2C	S	5	--	--	5	2	2	1	95	5	2	2	1	95		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.
²The whole-soil bulk density and/or <2 mm saturated bulk density was not measured at 1/3-bar. It was estimated from other properties.

*** Supplementary Characterization Data ***

Pedon ID: S1974MN163002

( Washington, Minnesota )

Print Date: Nov 24 2024 12:16AM

Sampled As	:	AUBURNDALE
USDA-SCS-Soil Survey Laboratory			;	Pedon No. 40A1756

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---)


40A13931	0-24	Ap	S	--	--	--	--	--	--	--	100	5	37	7	16	36	12	0.46	1.26		0.58						0.25	0.25
40A13932	24-38	Eg	S	--	--	--	--	--	--	--	100	5	35	11	16	33	9	0.61	0.96		0.46						0.20	0.20
40A13933	38-56	Btg11	S	--	--	--	--	--	--	--	100	4	33	16	12	35	10	0.63	0.94		0.46						0.17	0.17
40A13934	56-78	Btg12	S	--	--	--	--	--	--	--	100	5	34	15	12	34		0.61	0.98		0.48						0.16	0.16
40A13935	78-104	Btg2	S	3	--	--	3	1	1	1	97	17	26	9	13	32		0.64	1.03		0.53						0.20	0.21
40A13936	104-128	2B	S	8	--	--	8	1	3	3	92	34	11	5	42			0.44	0.94		0.43
40A13937	128-188	2C	S	31	--	--	31	17	9	5	69	27	11	4	27			0.44	1.06		0.49
40A13938	128-188	2C	S	3	--	--	3	1	1	1	97	12	35	6	44			0.46			0.83

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	NK		NK

40A13931	0-24	Ap	S				11	89	17	1	1	1	1	7	44	45	17		sil	9.4	76.2	14.4	5.2
40A13932	24-38	Eg	S				13	87	27	1	1	1	1	9	55	33	27		sil	9.9	68.7	21.4	4.9
40A13933	38-56	Btg11	S				11	89	41	tr	1	1	1	9	52	36	41		sicl	8.0	62.7	29.3	4.8
40A13934	56-78	Btg12	S				13	87	39	tr	1	1	1	10	49	38	39		sicl	9.1	63.0	27.9	5.0
40A13935	78-104	Btg2	S	7	7	5	37	56	20	3	6	8	10	13	36	24	21		l	32.9	49.6	17.5	5.1		0.19
40A13936	104-128	2B	S	14	14	12	65	21	10	6	15	20	23	12	13	11	11		sl	67.8	22.1	10.1	5.3
40A13937	128-188	2C	S	46	46	21	39	16	6	7	11	22	20	11	18	11	11		sl	64.1	26.1	9.8	5.6
40A13938	128-188	2C	S	6	6	3	23	71	11	1	2	2	4	16	64	11	12		sil	22.2	67.3	10.5	5.5

NSSC SSL Report Creation