NSSC SSL Report Creation

*** Supplementary Characterization Data ***

Pedon ID: S1968MI045001

( Eaton, Michigan )

Print Date: Sep 24 2024 5:20AM

Sampled as on Oct 8, 1968:	Brookston ; Fine-loamy, mixed, noncalcareous, mesic Typic Haplaquolls
Revised to correlated on Mar 28, 2016:	Brookston ; Fine-loamy, mixed, superactive, mesic Typic Epiaquolls

				United States Department of Agriculture
SSL	-	Project	NL40001 SSIR SAMPLES	Soil Conservation Service
	-	Site ID	S1968MI045001 Lat: 42° 44' 25.02" north Long: 84° 48' 54.72" west MLRA: 98	Beltsville Soil Survey Laboratory
	-	Pedon No.	40A1955	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


40A15541	0-26	Ap	S	100	100	100	100	100	100	99	98	89	64	44	30	21	96	92	83	68	59	0.05	0.029	0.001			88.2	0.8
40A15542	26-43	Bg1	S	100	100	100	100	100	100	99	98	91	64	44	30	21	97	93	84	69	59	0.05	0.029	0.001			89.8	0.8
40A15543	43-56	Bg2	S	100	100	100	100	100	100	99	98	92	68	45	31	22	97	94	86	72	62	0.05	0.026	0.001			79.9	0.8
40A15544	56-73	Bg3	S	100	100	100	100	100	100	99	98	91	63	42	29	21	97	93	84	67	57	0.06	0.032	0.001			>100	0.8
40A15545	73-81	2C	S	100	95	91	86	82	79	75	64	41	11	5	3	2	60	46	29	14	8	1.02	0.621	0.062			16.5	1.1
40A15546	81-112	3Cg	S	100	99	99	98	98	97	96	92	83	56	36	23	14	89	85	77	60	50	0.10	0.049	0.001			>100	1.1
40A15547	112-140	4C	S	100	99	99	98	98	97	95	89	81	55	36	23	14	86	82	75	59	50	0.10	0.051	0.001			>100	1.1
40A15548	140-160	5C	S	100	100	100	100	100	98	96	90	82	56	36	23	14	88	84	76	60	50	0.10	0.050	0.001			>100	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							4A1e		4A1h

40A15541	0-26	Ap	S	2	--	--	2	--	1	1	98	2	--	1	1	98		1.33	1.51	1.70	1.83	1.32		1.50	1.70	1.82	0.99	1.01
40A15542	26-43	Bg1	S	2	--	--	2	--	1	1	98	2	--	1	1	98		1.60	1.72	1.89	2.00	1.59		1.71	1.88	1.99	0.66	0.67
40A15543	43-56	Bg2	S	2	--	--	2	--	1	1	98	2	--	1	1	98		1.62	1.74	1.90	2.01	1.61		1.73	1.88	2.00	0.64	0.65
40A15544	56-73	Bg3	S	2	--	--	2	--	1	1	98	2	--	1	1	98		1.50	1.66	1.83	1.93	1.49		1.65	1.82	1.93	0.77	0.78
40A15545	73-81	2C	S	36	--	--	36	18	7	11	64	36	18	7	11	64		1.73¹
40A15546	81-112	3Cg	S	8	--	--	8	2	2	4	92	8	2	2	4	92		1.92	1.97	2.13	2.20	1.87		1.93	2.09	2.16	0.38	0.42
40A15547	112-140	4C	S	11	--	--	11	2	3	6	89	11	2	3	6	89		1.88	1.93	2.09	2.17	1.82		1.87	2.05	2.13	0.41	0.46
40A15548	140-160	5C	S	10	--	--	10	--	4	6	90	10	--	4	6	90		1.82	1.88	2.04	2.13	1.76		1.82	1.99	2.10	0.46	0.51

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: S1968MI045001

( Eaton, Michigan )

Print Date: Sep 24 2024 5:20AM

Sampled As	:	Brookston		Fine-loamy, mixed, noncalcareous, mesic Typic Haplaquolls
USDA-SCS-Soil Survey Laboratory			;	Pedon No. 40A1955

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---)


40A15541	0-26	Ap	S	1	--	--	--	--	1	1	99	20	19	11	13	37		0.46	1.50		0.60						0.21	0.21
40A15542	26-43	Bg1	S	1	--	--	--	--	1	1	99	23	23	12	11	29		0.47	0.94		0.44						0.14	0.14
40A15543	43-56	Bg2	S	1	--	--	--	--	1	1	99	22	24	13	11	28		0.44	0.84		0.43						0.11	0.12
40A15544	56-73	Bg3	S	1	--	--	--	--	1	1	99	23	20	12	10	33		0.49	0.94		0.42						0.20	0.20
40A15545	73-81	2C	S	23	--	--	12	12	5	7	77	36	4	1	35			0.47
40A15546	81-112	3Cg	S	6	--	--	1	1	1	3	94	30	26	10	7	21		0.30			0.43						0.09	0.10
40A15547	112-140	4C	S	8	--	--	1	1	2	4	92	28	25	10	8	21					0.41						0.10	0.11
40A15548	140-160	5C	S	7	--	--	--	--	3	4	93	27	24	10	9	22					0.41						0.11	0.12

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

40A15541	0-26	Ap	S	3	3	3	49	48	26	2	6	11	19	12	19	30	27		l	39.6	39.1	21.3
40A15542	26-43	Bg1	S	3	3	3	49	48	26	1	5	12	20	13	20	30	27		l	40.0	38.8	21.2
40A15543	43-56	Bg2	S	3	3	3	47	51	28	1	5	10	19	13	22	31	29		l	37.0	40.5	22.5
40A15544	56-73	Bg3	S	3	3	3	52	46	26	2	5	11	22	13	19	28	27		l	41.8	37.1	21.1
40A15545	73-81	2C	S	37	37	18	57	6	2	7	23	26	25	9	5	5	3		cos	86.9	9.9	3.2
40A15546	81-112	3Cg	S	9	9	7	49	42	17	3	6	10	22	13	18	28	19		l	45.4	38.9	15.7
40A15547	112-140	4C	S	13	13	11	46	41	17	4	5	9	22	13	18	29	19		l	44.2	39.6	16.2
40A15548	140-160	5C	S	12	12	12	47	42	17	3	5	10	22	13	19	28	19		l	44.3	39.6	16.1

NSSC SSL Report Creation