*** Supplementary Characterization Data ***

Pedon ID: S1995IN073008

( Jasper, Indiana )

Print Date: Nov 11 2024 9:36PM

Sampled as on Nov 5, 1995:	Oakville ; Mixed, mesic Typic Udipsamments
Revised to correlated on Aug 1, 2000:	(unnamed) ; Mixed, mesic Typic Udipsamment

				United States Department of Agriculture
SSL	-	Project	CP96IN031   JASPER COUNTY IN-WET	Natural Resources Conservation Service
	-	Site ID	S1995IN073008   Lat: 41° 9' 6.01" north  Long: 86° 58' 51.01" west  MLRA: 98	National Soil Survey Center
	-	Pedon No.	96P0071	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
96P00749	2-12	A	S	100	100	100	100	100	100	100	100	90	11	6	5	4	100	99	62	13	7	0.24	0.200	0.069			3.5	1.1
96P00750	12-22	BA	S	100	100	100	100	100	100	100	100	90	9	5	4	4	100	100	63	12	6	0.24	0.197	0.079			3.0	1.0
96P00751	22-40	Bw1	S	100	100	100	100	100	100	100	100	90	8	5	4	4	100	100	62	11	6	0.24	0.202	0.091			2.7	0.9
96P00752	40-58	Bw2	S	100	100	100	100	100	100	100	100	89	8	4	3	3	100	100	60	10	5	0.25	0.209	0.096			2.6	0.9
96P00753	58-76	Bw3	S	100	100	100	100	100	100	100	100	90	10	3	3	3	100	99	61	15	4	0.25	0.202	0.074			3.3	1.0
96P00754	76-143	CB	S	100	100	100	100	100	100	100	100	89	5	2	2	2	100	100	59	7	2	0.26	0.215	0.106			2.4	0.8
96P00755	143-180	C1	S	100	100	100	100	100	100	100	100	89	5	2	2	2	100	100	59	7	2	0.25	0.213	0.106			2.4	0.8
96P00756	180-280	C2	S	100	100	100	100	100	100	100	100	89	6	2	2	2	100	100	60	9	3	0.25	0.210	0.102			2.5	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
96P00748	0-2	Oe	S										--	--	--
96P00749	2-12	A	S	--	--	--	--	--	--	--	100	--	--	--	--	100		1.451		1.54	1.903				1.54	1.901	0.83	0.83
96P00750	12-22	BA	S	--	--	--	--	--	--	--	100	--	--	tr	--	100		1.451		1.73	1.903				1.72	1.901	0.83	0.83
96P00751	22-40	Bw1	S	--	--	--	--	--	--	--	100	--	--	--	--	100		1.451
96P00752	40-58	Bw2	S	tr	--	--	--	--	tr	--	100	--	--	tr	--	100		1.451		1.81	1.903				1.81	1.901	0.83	0.83
96P00753	58-76	Bw3	S	--	--	--	--	--	--	--	100	--	--	--	--	100		1.451
96P00754	76-143	CB	S	--	--	--	--	--	--	--	100	--	--	--	--	100		1.451		1.78	1.903				1.78	1.901	0.83	0.83
96P00755	143-180	C1	S	--	--	--	--	--	--	--	100	--	--	--	--	100		1.451
96P00756	180-280	C2	S	--	--	--	--	--	--	--	100	--	--	--	--	100		1.451

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: S1995IN073008

( Jasper, Indiana )

Print Date: Nov 11 2024 9:36PM

Sampled As	:	Oakville		Mixed, mesic Typic Udipsamments
USDA-NRCS-NSSC-Soil Survey Laboratory			;	Pedon No.  96P0071

---

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						4C1
96P00749	2-12	A	S	--	--	--	--	--	--	--	100	51	2	2	36	9	45		1.51		0.87						0.04
96P00750	12-22	BA	S	--	--	--	--	--	--	--	100	51	2	2	17	28			1.40		0.57						0.24
96P00751	22-40	Bw1	S	--	--	--	--	--	--	--	100	52	1	2	45				1.19		0.47
96P00752	40-58	Bw2	S	tr	--	--	--	--	tr	--	100	52	1	2	9	36			1.53		0.57						0.34
96P00753	58-76	Bw3	S	--	--	--	--	--	--	--	100	53	1	2	45				1.24		0.55
96P00754	76-143	CB	S	--	--	--	--	--	--	--	100	53		1	12	33			2.06		0.67						0.31
96P00755	143-180	C1	S	--	--	--	--	--	--	--	100	53		1	45				1.44		0.63
96P00756	180-280	C2	S	--	--	--	--	--	--	--	100	53		1	45				1.11		0.47

---

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
96P00748	0-2	Oe	S																				4.3
96P00749	2-12	A	S				97	3	4	tr	1	39	51	6	1	2	4		s	92.8	3.3	3.9	4.1
96P00750	12-22	BA	S				97	3	4		tr	38	53	6	2	1	4		fs	93.7	2.8	3.5	4.3
96P00751	22-40	Bw1	S				98	2	4		tr	39	53	5	1	1	4		fs	94.4	2.0	3.6	4.5
96P00752	40-58	Bw2	S				98	2	3		1	41	51	6	1	1	3		s	95.1	1.9	3.0	4.7
96P00753	58-76	Bw3	S				99	1	3	tr	1	40	47	11	1		3		s	96.0	1.1	2.9	4.7
96P00754	76-143	CB	S				99	1	2		1	42	53	4	1		2		fs	97.6	0.6	1.8	4.7
96P00755	143-180	C1	S				99	1	2		tr	41	53	4	1		2		fs	97.6	0.8	1.6	4.6
96P00756	180-280	C2	S				99	1	2	tr	tr	41	52	6	1		2		fs	97.3	0.8	1.9	4.8