NSSC SSL Report Creation

*** Supplementary Characterization Data ***

Pedon ID: S1992IN035011

( Delaware, Indiana )

Print Date: Nov 23 2024 7:05PM

Sampled as on Oct 27, 1992:	Miami ; Fine-loamy, mixed, mesic Typic Hapludalf
Revised to correlated:	Mountpleasant ; Fine-loamy, mixed, active, mesic Oxyaquic Hapludalfs

				United States Department of Agriculture
SSL	-	Project	CP93IN048 MIAMI-DELAWARE COUNTY	Natural Resources Conservation Service
	-	Site ID	S1992IN035011 Lat: 40° 11' 14.00" north Long: 85° 28' 41.01" west MLRA: 111	National Soil Survey Center
	-	Pedon No.	93P0232	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


93P01823	0-25	Ap	S	100	100	100	100	100	100	100	100	97	86	63	38	22	99	98	95	88	84	0.02	0.010	0.001			30.6	1.0
93P01824	25-38	Bt1	S	100	100	100	100	100	100	100	99	95	82	63	43	30	98	96	92	84	79	0.02	0.008	--			37.4	0.6
93P01825	38-61	2Bt2	S	100	100	100	100	100	100	99	98	92	71	59	43	32	97	95	85	73	68	0.02	0.009	--			56.3	0.3
93P01826	61-89	2Bt3	S	100	100	100	100	100	99	98	94	88	72	61	47	38	92	90	84	74	68	0.02	0.007	--			51.3	0.2
93P01827	89-119	2BCt1	S	100	99	98	97	96	92	87	80	69	49	32	20	13	76	71	64	52	44	0.18	0.083	0.001			>100	1.2
93P01828	119-140	2BCt2	S	100	100	100	99	99	96	93	87	78	56	36	24	15	83	80	73	60	51	0.10	0.046	0.001			>100	1.1
93P01829	140-211	2BCt/Bt	S	100	100	100	99	99	97	94	90	84	71	51	34	23	88	85	81	74	68	0.03	0.018	0.001			59.1	0.7
93P01830	211-300	2CBt	S	100	100	100	99	99	96	93	89	83	71	51	33	21	87	84	80	74	67	0.03	0.019	0.001			54.0	0.8
93P01831	300-351	3C	S	100	100	100	100	100	100	100	100	92	16	12	10	9	100	100	67	17	14	0.22	0.184	0.004			56.5	18.8
93P01832	300-351	3Bt	S	100	100	100	100	100	100	100	100	92	11	4	3	2	100	100	70	15	7	0.21	0.180	0.066			3.2	1.2
93P01833	89-119	2Bt	S	100	100	100	100	100	100	99	97	91	71	57	46	38	95	93	86	74	67	0.03	0.008	--			72.4	0.2
93P01834	119-140	2Bt	S	100	100	100	99	99	98	97	93	88	74	58	43	33	91	89	85	77	71	0.02	0.009	--			56.3	0.3

*** Supplementary Characterization Data ***

Pedon ID: S1992IN035011

( Delaware, Indiana )

Print Date: Nov 23 2024 7:05PM

Sampled As	:	Miami		Fine-loamy, mixed, mesic Typic Hapludalf
USDA-NRCS-NSSC-Soil Survey Laboratory			;	Pedon No. 93P0232

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							4A1d		4A1h

93P01823	0-25	Ap	S	tr	--	--	--	--	tr	tr	100	--	--	tr	tr	100		1.63	1.73	1.97	2.01	1.62	1.68	1.72	1.96	2.01	0.63	0.64
93P01824	25-38	Bt1	S	1	--	--	1	--	tr	1	99	1	--	tr	1	99		1.56	1.68	1.89	1.97	1.55	1.60	1.67	1.87	1.97	0.70	0.71
93P01825	38-61	2Bt2	S	2	--	--	2	--	1	1	98	2	--	1	1	98		1.62	1.75	1.94	2.01	1.61	1.66	1.74	1.94	2.00	0.64	0.65
93P01826	61-89	2Bt3	S	6	--	--	6	--	2	4	94	6	--	2	4	94		1.48	1.74	1.85	1.92	1.44	1.56	1.70	1.82	1.90	0.79	0.84
93P01827	89-119	2BCt1	S	20	--	--	20	4	9	7	80	20	4	9	7	80		1.87	1.91	2.11	2.16	1.74	1.77	1.79	2.02	2.08	0.42	0.52
93P01828	119-140	2BCt2	S	13	--	--	13	1	6	6	87	13	1	6	6	87		1.84	1.91	2.10	2.15	1.76	1.80	1.83	2.05	2.10	0.44	0.51
93P01829	140-211	2BCt/Bt	S	10	--	--	10	1	5	4	90	10	1	5	4	90		1.85	1.95	2.13	2.15	1.80	1.83	1.90	2.10	2.12	0.43	0.47
93P01830	211-300	2CBt	S	11	--	--	11	1	6	4	89	11	1	6	4	89		1.90	1.96	2.17	2.18	1.84	1.87	1.91	2.14	2.15	0.39	0.44
93P01831	300-351	3C	S	--	--	--	--	--	--	--	100	--	--	--	--	100		1.53	1.58	1.65	1.95	1.53	1.56	1.58	1.66	1.95	0.73	0.73
93P01832	300-351	3Bt	S	--	--	--	--	--	--	--	100	--	--	--	--	100		1.45¹
93P01833	89-119	2Bt	S	3	--	--	3	--	1	2	97	3	--	1	2	97		1.46	1.72	1.87	1.91	1.44	1.57	1.70	1.86	1.90	0.82	0.84
93P01834	119-140	2Bt	S	7	--	--	7	1	2	4	93	7	1	2	4	93		1.53	1.69	1.88	1.95	1.48	1.55	1.65	1.84	1.92	0.73	0.79

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.

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

93P01823	0-25	Ap	S	tr	--	--	--	--	tr	tr	100	10	38	14	4	34	11	0.48	0.80		0.45	0.090	1.2		1.2		0.18	0.18
93P01824	25-38	Bt1	S	1	--	--	1	--	tr	1	99	12	29	18	8	33	9	0.53	0.62		0.43	0.080	1.1		1.1		0.12	0.12
93P01825	38-61	2Bt2	S	1	--	--	1	--	1	1	99	18	22	20	7	32		0.51	0.59		0.40	0.080	1.0		1.0		0.11	0.12
93P01826	61-89	2Bt3	S	3	--	--	3	--	1	2	97	15	17	21	7	37		0.51			0.38	0.140	2.6		2.7		0.16	0.16
93P01827	89-119	2BCt1	S	14	--	--	14	3	6	5	86	25	22	9	5	24		0.38			0.46	0.060	0.4		0.6		0.13	0.15
93P01828	119-140	2BCt2	S	9	--	--	9	1	4	4	91	25	25	11	5	26		0.39			0.47	0.080	0.7		0.8		0.13	0.14
93P01829	140-211	2BCt/Bt	S	7	--	--	7	1	3	3	93	16	32	16	2	28		0.31			0.46	0.070	0.5		0.6		0.08	0.09
93P01830	211-300	2CBt	S	8	--	--	8	1	4	3	92	15	34	15	1	27		0.24			0.46	0.060	0.3		0.5		0.09	0.10
93P01831	300-351	3C	S	--	--	--	--	--	--	--	100	50	3	5	30	12		0.70			0.42	0.120	0.6		0.6		0.07	0.07
93P01832	300-351	3Bt	S	--	--	--	--	--	--	--	100	51	3	1	45			0.42			0.58
93P01833	89-119	2Bt	S	2	--	--	2	--	1	1	98	17	16	21	4	41		0.54			0.41	0.140	2.9		2.9		0.18	0.19
93P01834	119-140	2Bt	S	4	--	--	4	1	1	2	96	13	21	19	7	35		0.54			0.43	0.100	1.5		1.6		0.13	0.14

*** Supplementary Characterization Data ***

Pedon ID: S1992IN035011

( Delaware, Indiana )

Print Date: Nov 23 2024 7:05PM

Sampled As	:	Miami		Fine-loamy, mixed, mesic Typic Hapludalf
USDA-NRCS-NSSC-Soil Survey Laboratory			;	Pedon No. 93P0232

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

93P01823	0-25	Ap	S				21	79	28	1	2	4	8	6	27	52	28		sil	16.4	61.5	22.1	6.2
93P01824	25-38	Bt1	S	1	1	1	29	69	43	2	2	6	12	7	22	48	44		cl	20.6	49.0	30.4	6.3
93P01825	38-61	2Bt2	S	3	3	3	45	52	48	2	3	14	19	8	14	40	49		cl	30.9	36.2	32.9	6.2
93P01826	61-89	2Bt3	S	10	10	10	42	49	60	3	4	10	17	11	13	41	66		cl	27.7	32.4	39.9	6.6
93P01827	89-119	2BCt1	S	23	23	18	41	36	14	7	6	11	17	12	18	28	19		l	45.1	39.2	15.7	7.7
93P01828	119-140	2BCt2	S	15	15	14	42	43	18	5	5	9	18	12	21	30	21		l	41.0	41.7	17.3	7.7
93P01829	140-211	2BCt/Bt	S	13	13	12	29	58	29	3	4	6	11	9	24	43	34		l	25.0	49.8	25.2	7.7
93P01830	211-300	2CBt	S	14	14	13	27	59	26	3	5	5	9	9	24	44	30		sil	24.2	52.7	23.1	7.7
93P01831	300-351	3C	S				95	5	10		tr	37	55	3	3	3	10		lfs	85.9	4.8	9.3	7.5
93P01832	300-351	3Bt	S				95	5	2		tr	31	55	9	3	2	2		fs	93.4	4.7	1.9	7.5
93P01833	89-119	2Bt	S	5	5	5	49	46	62	3	4	12	20	13	16	32	65		cl	31.4	29.2	39.4	7.1
93P01834	119-140	2Bt	S	10	10	9	33	56	50	3	3	7	13	11	21	42	56		cl	24.0	40.3	35.7	7.5

NSSC SSL Report Creation