*** Supplementary Characterization Data ***

Pedon ID: S1959NJ025004

( Monmouth, New Jersey )

Print Date: Nov 24 2024 4:03AM

Sampled as on Aug 18, 1959:	Colts Neck
Revised to :

				United States Department of Agriculture
SSL	-	Project	NL40001   SSIR SAMPLES	Soil Conservation Service
	-	Site ID	S1959NJ025004   Lat: 40° 17' 57.00" north  Long: 74° 10' 48.00" west	Beltsville Soil Survey Laboratory
	-	Pedon No.	40A0319	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
																										4F
40A02331	0-5	A/E	S	100	100	100	100	100	100	100	100	67	33	25	18	14	99	75	42	34	32	0.36	0.295	0.001			>100	4.0
40A02332	18-46	Bw	S	100	100	100	100	100	100	100	100	65	30	23	17	13	98	73	39	31	29	0.38	0.313	0.001			>100	11.2
40A02333	46-69	Bt1	S	100	100	100	100	100	100	100	100	63	30	25	21	19	98	71	38	31	29	0.40	0.321	0.001			>100	20.4
40A02334	69-84	Bt2	S	100	100	100	100	100	100	100	100	65	24	21	17	15	99	75	35	25	23	0.39	0.326	0.001			>100	66.7
40A02335	84-203	C	S	100	100	100	100	100	100	100	100	58	18	15	13	11	98	69	27	19	17	0.43	0.366	0.002		NP	>100	999.9

---

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
40A02331	0-5	A/E	S	--	--	--	--	--	--	--	100	--	--	--	--	100		1.451		1.80	1.903				1.80	1.901	0.83	0.83
40A02332	18-46	Bw	S	--	--	--	--	--	--	--	100	--	--	--	--	100		1.451		1.68	1.903				1.68	1.901	0.83	0.83
40A02333	46-69	Bt1	S	--	--	--	--	--	--	--	100	--	--	--	--	100		1.451		1.73	1.903				1.72	1.901	0.83	0.83
40A02334	69-84	Bt2	S	--	--	--	--	--	--	--	100	--	--	--	--	100		1.451		1.68	1.903				1.68	1.901	0.83	0.83
40A02335	84-203	C	S	--	--	--	--	--	--	--	100	--	--	--	--	100		1.451		1.68	1.903				1.67	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: S1959NJ025004

( Monmouth, New Jersey )

Print Date: Nov 24 2024 4:03AM

Sampled As	:	Colts Neck
USDA-SCS-Soil Survey Laboratory			;	Pedon No.  40A0319

---

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---)
40A02331	0-5	A/E	S	--	--	--	--	--	--	--	100	37	10	8	10	35	14		1.40		0.53						0.25
40A02332	18-46	Bw	S	--	--	--	--	--	--	--	100	39	9	7	22	23	12		0.84		0.54						0.14
40A02333	46-69	Bt1	S	--	--	--	--	--	--	--	100	39	6	10	17	28	4		0.76		0.57						0.12
40A02334	69-84	Bt2	S	--	--	--	--	--	--	--	100	42	5	8	22	23			0.99		0.68						0.08
40A02335	84-203	C	S	--	--	--	--	--	--	--	100	45	3	6	22	23			1.28		0.79						0.09

---

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
40A02331	0-5	A/E	S				79	21	16	2	27	38	9	3	8	13	16		cosl	68.2	17.9	13.9
40A02332	18-46	Bw	S				81	19	14	2	29	39	9	3	7	12	14		cosl	71.2	16.2	12.6
40A02333	46-69	Bt1	S				87	13	23	3	33	40	9	2	4	8	23		cosl	71.1	10.3	18.6
40A02334	69-84	Bt2	S				90	10	17	2	28	47	11	2	3	7	17		cosl	76.9	8.5	14.6
40A02335	84-203	C	S				93	7	13	2	33	47	10	2	2	4	13		lcos	82.7	5.9	11.4