NSSC SSL Report Creation

*** Supplementary Characterization Data ***

Pedon ID: S1980MO145007

( Newton, Missouri )

Print Date: Nov 21 2024 12:58PM

Sampled as on Jun 1, 1980:	Keeno ; Loamy-skeletal, siliceous, mesic Umbric Fragiudult
Revised to correlated:	Keeno ; Loamy-skeletal, mixed, active, mesic Typic Fragiudults

				United States Department of Agriculture
SSL	-	Project	CP80MO248 NEWTON COUNTY FRAGIPAN STUDY	Natural Resources Conservation Service
	-	Site ID	S1980MO145007 Lat: 37° 0' 0.25" north Long: 94° 22' 0.80" west MLRA: 116B	National Soil Survey Center
	-	Pedon No.	80P0363	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
																									4F1	4F

80P01906	0-11	A1	S	100	94	91	85	81	77	72	67	62	59	36	23	14	65	63	61	60	58	0.10	0.035	0.001	44	8	>100	1.0
80P01907	11-31	A2	S	100	92	86	77	71	64	57	52	46	44	27	17	11	49	47	45	45	43	6.34	1.221	0.002			>100	0.1
80P01908	31-45	Bt	S	100	88	79	67	58	47	35	25	21	20	15	11	8	22	21	21	21	20	20.28	11.688	0.004	42	15	>100	999.9
80P01909	45-57	2E	S	100	88	79	67	58	47	36	24	21	20	16	12	10	22	21	21	21	20	20.28	11.433	0.002			>100	999.9
80P01910	57-80	2Bx1	S	100	96	93	88	85	72	58	42	32	31	22	16	12	35	32	32	31	30	5.21	3.066	0.001	37	14	>100	0.3
80P01911	80-100	2Bx2	S	100	95	92	87	84	74	63	54	51	50	38	32	28	52	51	51	50	49	3.54	0.094	--			>100	--
80P01912	100-170	2Bt1	S	100	73	54	26	7	6	5	5	5	4	3	3	2	5	5	5	4	4	41.55	35.848	19.860	46	26	2.1	0.9
80P01913	170-230	2Bt2	S	100	93	88	81	76	75	73	72	71	69	61	55	50	71	71	70	70	68	0.02	0.002	--			49.0	0.1

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							4A1d		4A1h

80P01906	0-11	A1	S	33	--	--	33	19	9	5	67	33	19	9	5	67		1.36	1.47	1.58	1.85	1.10	1.16	1.21	1.36	1.68	0.95	1.41
80P01907	11-31	A2	S	48	--	--	48	29	14	5	52	48	29	14	5	52		1.53²
80P01908	31-45	Bt	S	75	--	--	75	42	23	10	25	75	42	23	10	25		2.10²
80P01909	45-57	2E	S	76	--	--	76	42	22	12	24	76	42	22	12	24		2.12²
80P01910	57-80	2Bx1	S	58	--	--	58	15	27	16	42	58	15	27	16	42		2.23	2.24	2.36	2.39	1.82	1.82	1.83	2.06	2.13	0.19	0.46
80P01911	80-100	2Bx2	S	46	--	--	46	16	21	9	54	46	16	21	9	54		1.77	1.81	1.95	2.10	1.38	1.38	1.42	1.64	1.86	0.50	0.92
80P01912	100-170	2Bt1	S	95	--	--	95	93	2	tr	5	95	93	2	tr	5		2.56²
80P01913	170-230	2Bt2	S	79	12	59	8	7	1	1	21	28	24	3	1	72		2.25	2.35	2.39	2.40	1.44	1.48	1.64	1.88	1.90	0.18	0.84

²The whole-soil bulk density and/or <2 mm saturated bulk density was not measured at 1/3-bar. It was estimated from other properties.

*** Supplementary Characterization Data ***

Pedon ID: S1980MO145007

( Newton, Missouri )

Print Date: Nov 21 2024 12:58PM

Sampled As	:	Keeno		Loamy-skeletal, siliceous, mesic Umbric Fragiudult
USDA-NRCS-NSSC-Soil Survey Laboratory			;	Pedon No. 80P0363

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

80P01906	0-11	A1	S	17	--	--	17	10	5	3	83	5	23	7	27	22	13	0.53	1.39		0.50	0.150	1.4		1.8		0.12	0.14
80P01907	11-31	A2	S	28	--	--	28	17	8	3	72	5	19	6	42		13	0.62	1.15		0.49
80P01908	31-45	Bt	S	60	--	--	60	34	18	8	40	4	10	7	21		11	0.62	0.79		0.42
80P01909	45-57	2E	S	61	--	--	61	34	18	10	39	3	8	8	20		9	0.61	0.57		0.39
80P01910	57-80	2Bx1	S	49	--	--	49	13	23	13	51	10	15	10	3	13		0.64	0.49		0.41	0.010					0.01	0.03
80P01911	80-100	2Bx2	S	31	--	--	31	11	14	6	69	3	14	19	15	18		0.65	0.40		0.36	0.020					--
80P01912	100-170	2Bt1	S	92	--	--	92	90	2	tr	8	1	2	2	3			0.65	0.41		0.40
80P01913	170-230	2Bt2	S	66	10	49	7	6	1	1	34	1	5	15	2	13		0.66	0.32		0.36	0.060	0.3		0.9		0.02	0.07

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	8C1e	8E1

80P01906	0-11	A1	S	39	39	16	10	51	17	4	4	3	2	3	42	42	28		sil	13.1	65.3	21.6	4.6
80P01907	11-31	A2	S	54	54	21	10	37	12	7	6	3	2	3	40	39	25		sil	16.6	63.1	20.3	4.1
80P01908	31-45	Bt	S	82	82	36	5	13	9	19	5	2	1	3	32	40	47		sicl	19.5	48.4	32.1	4.0
80P01909	45-57	2E	S	84	84	38	4	11	11	17	4	2	2	3	28	45	68		sic	16.2	43.2	40.6	3.8
80P01910	57-80	2Bx1	S	66	66	49	13	21	14	24	8	2	2	3	29	31	41		cl	27.8	43.0	29.2	4.0
80P01911	80-100	2Bx2	S	64	64	42	7	29	40	8	3	2	2	5	42	38	111		c	9.5	37.9	52.6	4.0	39000
80P01912	100-170	2Bt1	S	97	97	2	1	2	2	7	6	3	4	5	34	41	71		sic	14.5	44.0	41.5	4.0
80P01913	170-230	2Bt2	S	93	9	1	1	6	17	3	3	2	3	6	32	50	233		c	5.3	24.7	70.0	4.2

NSSC SSL Report Creation