NSSC SSL Report Creation

*** Supplementary Characterization Data ***

Pedon ID: S1991IN035001

( Delaware, Indiana )

Print Date: Dec 17 2024 10:21PM

Sampled as on Sep 1, 1991:	Crosby ; Fine, mixed, mesic Aeric Ochraqualf
Revised to correlated on Jan 12, 2010:	Crosby ; Fine, mixed, superactive, mesic Aeric Epiaqualfs

				United States Department of Agriculture
SSL	-	Project	RP91IN170 DELAWARE COUNTY	Natural Resources Conservation Service
	-	Site ID	S1991IN035001 Lat: 40° 5' 23.00" north Long: 85° 33' 3.99" west MLRA: 111	National Soil Survey Center
	-	Pedon No.	91P0695	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


91P03968	20-38	Bt	S	100	100	100	100	100	100	99	98	95	89	73	53	40	96	95	93	90	87	0.01	0.004	--			23.3	0.4
91P03969	38-74	2Bt	S	100	100	100	100	100	99	98	96	93	87	67	47	34	95	94	92	88	84	0.01	0.006	--			30.6	0.5
91P03970	74-86	2BCt	S	100	100	100	100	100	98	96	91	84	67	49	35	25	89	86	80	71	62	0.04	0.021	--			86.2	0.5
91P03971	86-152	2C	S	100	100	100	100	100	98	95	89	81	62	43	31	24	86	83	77	66	56	0.07	0.033	0.001			>100	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

91P03967	0-20	Ap	S										--	--	--
91P03968	20-38	Bt	S	2	--	--	2	--	1	1	98	2	--	1	1	98		1.46¹
91P03969	38-74	2Bt	S	4	--	--	4	--	2	2	96	4	--	2	2	96		1.48¹
91P03970	74-86	2BCt	S	9	--	--	9	--	4	5	91	9	--	4	5	91		1.51¹
91P03971	86-152	2C	S	11	--	--	11	--	5	6	89	11	--	5	6	89		1.53¹

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: S1991IN035001

( Delaware, Indiana )

Print Date: Dec 17 2024 10:21PM

Sampled As	:	Crosby		Fine, mixed, mesic Aeric Ochraqualf
USDA-NRCS-NSSC-Soil Survey Laboratory			;	Pedon No. 91P0695

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

91P03967	0-20	Ap	S																		0.42
91P03968	20-38	Bt	S	1	--	--	1	--	1	1	99	6	26	22	45				0.83		0.41
91P03969	38-74	2Bt	S	2	--	--	2	--	1	1	98	6	28	19	44				0.84		0.44
91P03970	74-86	2BCt	S	5	--	--	5	--	2	3	95	17	21	15	43						0.41
91P03971	86-152	2C	S	6	--	--	6	--	3	3	94	19	19	14	42						0.40

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

91P03967	0-20	Ap	S																sil	17.8	66.1	16.1	6.3
91P03968	20-38	Bt	S	3	3	3	19	78	66	3	2	3	6	6	25	56	68		sic	11.4	48.1	40.5	6.3
91P03969	38-74	2Bt	S	6	6	6	18	76	51	2	2	3	5	7	27	54	54		sicl	12.2	52.7	35.1	6.8
91P03970	74-86	2BCt	S	12	12	12	39	49	34	3	5	8	14	14	20	36	39		cl	31.6	40.5	27.9	7.3
91P03971	86-152	2C	S	14	14	14	43	43	31	4	5	9	17	15	20	30	36		l	36.8	36.7	26.5	7.2

NSSC SSL Report Creation