NSSC SSL Report Creation

*** Supplementary Characterization Data ***

Pedon ID: S2006FL087-001

( Monroe, Florida )

Print Date: Nov 22 2024 10:19AM

Sampled as on Oct 5, 2009:	Keywest ; Coarse-silty, carbonatic, isohyperthermic Thapto-histic Fluvaquents
Revised to :

				United States Department of Agriculture
SSL	-	Project	C2006USFL084 Marl Sites	Natural Resources Conservation Service
	-	Site ID	S06FL087001 Lat: 24° 41' 27.60" north Long: 81° 6' 14.50" west	National Soil Survey Center
	-	Pedon No.	06N0706	Kellogg 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


06N02939	0-11	A	S	100	100	100	100	100	100	100	100	100	98	86	74	66	100	100	99	99	97	tr	0.001	tr			5.7	0.7
06N02940	11-24	Oe	S	100	100	100	100	100	100	100	100
06N02941	24-36	Oe	S	100	100	100	100	100	100	100	100	97	76	60	43	32	100	99	93	80	71	0.02	0.009	tr			47.1	0.4
06N02942	36-50	Oe	S	100	100	100	100	100	100	100	100	98	90	59	49	42	100	98	97	94	85	0.02	0.006	tr			58.6	0.2
06N02943	50-63	Lma1	S	100	100	100	100	100	100	100	100	97	84	38	31	27	100	98	94	90	72	0.04	0.028	tr			76.3	0.9
06N02944	63-153	Lma2	S	100	100	100	100	100	100	100	100	97	86	42	34	29	99	97	94	91	79	0.03	0.025	tr			71.5	0.4
06N02945	153-200	Lma3	S	100	100	100	100	100	100	100	100	76	59	40	33	29	88	78	69	62	56	0.08	0.036	tr			>100	0.2

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
																						DbWR1		DbWR1

06N02939	0-11	A	S	--			--	--	--	--	100	--	--	--	--	100		1.24	1.34	1.69	1.77	1.24	1.29	1.34	1.69	1.77	1.14	1.14
06N02940	11-24	Oe	S	--			--	--	--	--	100	--	--	--	--	100		0.23	0.48	0.82	1.14	0.23	0.42	0.48	0.82	1.14	10.52	10.52
06N02941	24-36	Oe	S	--			--	--	--	--	100	--	--	--	--	100		0.22	0.45	0.78	1.14	0.22	0.39	0.45	0.78	1.14	11.05	11.05
06N02942	36-50	Oe	S	--			--	--	--	--	100	--	--	--	--	100		0.66	1.10	1.16	1.41	0.66	1.00	1.10	1.16	1.41	3.02	3.02
06N02943	50-63	Lma1	S	--			--	--	--	--	100	--	--	--	--	100		1.06	1.20	1.49	1.66	1.06	1.16	1.20	1.49	1.66	1.50	1.50
06N02944	63-153	Lma2	S	--			--	--	--	--	100	--	--	--	--	100		1.17	1.31	1.64	1.73	1.17	1.27	1.31	1.63	1.73	1.26	1.26
06N02945	153-200	Lma3	S	--			--	--	--	--	100	--	--	--	--	100		1.45¹			1.90³

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: S2006FL087-001

( Monroe, Florida )

Print Date: Nov 22 2024 10:19AM

Sampled As	:	Keywest		Coarse-silty, carbonatic, isohyperthermic Thapto-histic Fluvaquents
USDA-NRCS-NSSC-Soil Survey Laboratory			;	Pedon No. 06N0706

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---)


06N02939	0-11	A	S	--	--	--	--	--	--	--	100	2	14	31	8	45	11				0.27	0.039	1.3	2.6	1.3	2.6	0.23	0.23
06N02940	11-24	Oe	S	--	--	--	--	--	--	--	100				32	59	23						22.2	27.8	22.2	27.8	0.42	0.42
06N02941	24-36	Oe	S	--	--	--	--	--	--	--	100	2	3	3	36	56	24				2.30	0.841	21.0	26.9	21.0	26.9	0.40	0.40
06N02942	36-50	Oe	S	--	--	--	--	--	--	--	100	4	11	10	26	49	25				0.50	0.448	14.9	18.6	14.9	18.6	0.36	0.36
06N02943	50-63	Lma1	S	--	--	--	--	--	--	--	100	11	18	11	17	43	38				0.44	0.157	3.1	4.2	3.1	4.2	0.31	0.31
06N02944	63-153	Lma2	S	--	--	--	--	--	--	--	100	9	22	13	9	47	19				0.38	0.131	2.8	3.8	2.8	3.8	0.33	0.33
06N02945	153-200	Lma3	S	--	--	--	--	--	--	--	100	24	15	16			10				0.38

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	4C1a2a		4F2

06N02939	0-11	A	S	--	--	--	10	90	196	tr	1	1	2	6	33	57	196		c	3.3	30.5	66.2	8.7		67.60
06N02940	11-24	Oe	S																				7.0
06N02941	24-36	Oe	S	--	--	--	43	57	47	--	1	10	19	13	15	42	47		cl	29.5	38.5	32.0	7.8		91.60
06N02942	36-50	Oe	S	--	--	--	25	75	71	tr	3	3	4	15	44	31	71		sic	14.6	43.9	41.5	8.2		88.80
06N02943	50-63	Lma1	S	--	--	--	38	62	37	1	3	5	6	24	47	15	37		l	27.7	45.5	26.8	8.5		70.20
06N02944	63-153	Lma2	S	--	--	--	30	70	41	1	3	4	5	17	52	17	41		cl	21.3	49.6	29.1	8.7		63.70
06N02945	153-200	Lma3	S	--	--	--	62	38	41	17	14	13	10	8	23	15	41		cl	43.9	26.9	29.2	8.8		63.50

NSSC SSL Report Creation