NSSC SSL Report Creation

*** Supplementary Characterization Data ***

Pedon ID: 83IL131161

( Mercer, Illinois )

Print Date: Nov 23 2024 7:14AM

Sampled as on Mar 1, 1983:	Atterberry ; Fine-silty, mixed, mesic Udollic Ochraqualf
Revised to correlated:	Atterberry ; Fine-silty, mixed, superactive, mesic Udollic Ochraqualfs

				United States Department of Agriculture
SSL	-	Project	CP83IL174 BULK DENSITY STUDY-MERCER COUNTY	Natural Resources Conservation Service
	-	Site ID	S1983IL131161 Lat: 41° 17' 30.00" north Long: 90° 48' 0.01" west MLRA: 108	National Soil Survey Center
	-	Pedon No.	83P0611	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


83P02971	0-20	Ap	S	100	100	100	100	100	100	100	100	99	98	60	35	18	100	99	99	99	96	0.02	0.011	0.001			27.6	1.0
83P02972	64-81	Bt	S	100	100	100	100	100	100	100	100	99	98	69	49	35	100	99	99	99	97	0.01	0.005	--			27.9	0.5
83P02973	124-152	Cg	S	100	100	100	100	100	100	100	100	99	98	58	39	26	100	99	99	99	97	0.02	0.011	--			43.2	0.7

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

83P02971	0-20	Ap	S	tr	--	--	--	--	--	tr	100	--	--	--	tr	100		1.45¹
83P02972	64-81	Bt	S	--	--	--	--	--	--	--	100	--	--	--	--	100		1.40	1.68	1.82	1.87	1.40	1.54	1.68	1.83	1.87	0.89	0.89
83P02973	124-152	Cg	S	--	--	--	--	--	--	--	100	--	--	--	--	100		1.52	1.68	1.93	1.95	1.52	1.61	1.68	1.93	1.95	0.74	0.74

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

83P02971	0-20	Ap	S	tr	--	--	--	--	--	tr	100	2	43	10	45						0.44
83P02972	64-81	Bt	S	--	--	--	--	--	--	--	100	2	33	19	5	42					0.48	0.180	3.2		3.2		0.19	0.19
83P02973	124-152	Cg	S	--	--	--	--	--	--	--	100	2	40	15	2	41					0.49	0.130	1.9		1.9		0.21	0.21

*** Supplementary Characterization Data ***

Pedon ID: 83IL131161

( Mercer, Illinois )

Print Date: Nov 23 2024 7:14AM

Sampled As	:	Atterberry		Fine-silty, mixed, mesic Udollic Ochraqualf
USDA-NRCS-NSSC-Soil Survey Laboratory			;	Pedon No. 83P0611

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

83P02971	0-20	Ap	S				5	95	22	tr	tr	tr	tr	3	44	52	22		sil	3.8	78.0	18.2	6.4
83P02972	64-81	Bt	S				5	95	55	tr	1	1	1	3	43	52	55		sicl	3.3	61.4	35.3	5.1
83P02973	124-152	Cg	S				5	95	36	tr	1	tr	tr	3	52	44	36		sil	3.5	70.3	26.2	4.8

NSSC SSL Report Creation