*** Supplementary Characterization Data ***

Pedon ID: S1950IL101003

( Lawrence, Illinois )

Print Date: Nov 12 2024 12:33AM

Sampled as on Jul 6, 1950:	Hosmer
Revised to :

				United States Department of Agriculture
SSL	-	Project	NL40001   SSIR SAMPLES	Soil Conservation Service
	-	Site ID	S1950IL101003   Lat: 38° 43' 43.00" north  Long: 87° 43' 15.00" west	Beltsville Soil Survey Laboratory
	-	Pedon No.	40A1995	Soil Laboratory
	-	General Methods 1B1A, 2A1, 2B		Beltsville, Maryland

---

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
40A15884	0-23	Ap	S	100	100	100	100	100	100	100	100	100	98	59	30	12	100	100	99	99	98	0.02	0.013	0.001			14.5	0.8
40A15885	23-38	E	S	100	100	100	100	100	100	100	100	100	99	67	39	21	100	100	100	99	99	0.01	0.009	0.001			22.9	1.2
40A15886	38-58	B	S	100	100	100	100	100	100	100	100	100	99	67	43	26	100	100	100	99	99	0.01	0.008	--			27.8	0.9
40A15887	58-66	Bm1	S	100	100	100	100	100	100	100	100	99	98	65	42	26	100	100	99	99	98	0.01	0.008	--			31.2	0.9
40A15888	66-89	Bm2	S	100	100	100	100	100	100	100	100	100	99	63	39	23	100	100	99	99	98	0.02	0.009	0.001			30.6	1.0
40A15889	89-127	Bm3	S	100	100	100	100	100	100	100	100	99	98	64	38	21	100	100	99	99	97	0.02	0.009	0.001			26.2	1.1
40A15890	127-165	C	S	100	100	100	100	100	100	100	100	98	89	55	33	19	99	98	96	92	86	0.02	0.015	0.001			34.0	1.1

---

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
40A15884	0-23	Ap	S	--	--	--	--	--	--	--	100	--	--	--	--	100		1.451
40A15885	23-38	E	S	--	--	--	--	--	--	--	100	--	--	--	--	100		1.451
40A15886	38-58	B	S	--	--	--	--	--	--	--	100	--	--	--	--	100		1.451
40A15887	58-66	Bm1	S	--	--	--	--	--	--	--	100	--	--	--	--	100		1.451		1.89	1.903				1.88	1.901	0.83	0.83
40A15888	66-89	Bm2	S	--	--	--	--	--	--	--	100	--	--	--	--	100		1.451		1.89	1.903				1.89	1.901	0.83	0.83
40A15889	89-127	Bm3	S	--	--	--	--	--	--	--	100	--	--	--	--	100		1.451
40A15890	127-165	C	S	--	--	--	--	--	--	--	100	--	--	--	--	100		1.451		1.81	1.903				1.81	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: S1950IL101003

( Lawrence, Illinois )

Print Date: Nov 12 2024 12:33AM

Sampled As	:	Hosmer
USDA-SCS-Soil Survey Laboratory			;	Pedon No.  40A1995

---

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---)
40A15884	0-23	Ap	S	--	--	--	--	--	--	--	100	1	47	6	45				0.88
40A15885	23-38	E	S	--	--	--	--	--	--	--	100	1	43	11	45				0.66
40A15886	38-58	B	S	--	--	--	--	--	--	--	100	1	39	14	45				0.75
40A15887	58-66	Bm1	S	--	--	--	--	--	--	--	100	1	39	14	2	43			0.69		0.43						0.26
40A15888	66-89	Bm2	S	--	--	--	--	--	--	--	100	1	41	13	2	43			0.76		0.45						0.29
40A15889	89-127	Bm3	S	--	--	--	--	--	--	--	100	1	42	11	45				0.93
40A15890	127-165	C	S	--	--	--	--	--	--	--	100	8	37	10	9	36			0.74		0.40						0.25

---

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
40A15884	0-23	Ap	S				3	97	13	tr	tr	tr	1	1	44	53	13		si	2.3	86.0	11.7
40A15885	23-38	E	S				2	98	26		tr	tr	1	1	40	59	26		sil	1.3	78.1	20.6
40A15886	38-58	B	S				2	98	36		tr	tr	1	1	43	55	36		sil	1.4	72.2	26.4
40A15887	58-66	Bm1	S				3	97	36	tr	1	tr	1	1	45	52	36		sil	2.2	71.4	26.4
40A15888	66-89	Bm2	S				2	98	30	tr	tr	tr	1	1	46	52	30		sil	1.7	75.0	23.3
40A15889	89-127	Bm3	S				3	97	26	tr	tr	1	1	1	42	55	26		sil	2.6	76.8	20.6
40A15890	127-165	C	S				17	83	23	1	2	2	5	7	39	44	23		sil	14.1	67.3	18.6