*** Supplementary Characterization Data ***

Pedon ID: 89OR015007

( Curry, Oregon )

Print Date: Nov 25 2024 5:34PM

Sampled as on Oct 1, 1989:	Reinhart ; Loamy-skeletal, mixed, isomesic Lithic Humitropept
Revised to correlated:	Reinhart ; Loamy-skeletal, mixed, isomesic Lithic Humitropepts

				United States Department of Agriculture
SSL	-	Project	CP89OR054   CURRY COUNTY	Natural Resources Conservation Service
	-	Site ID	S1989OR015007   Lat: 42° 9' 33.01" north  Long: 124° 20' 6.00" west  MLRA: 1	National Soil Survey Center
	-	Pedon No.	89P0198	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
89P01203	0-5	A	S	100	99	99	98	97	91	84	75	70	53	35	28	23	74	71	66	57	48	0.14	0.057	0.001	56	13	>100	0.7
89P01204	5-20	BA	S	100	100	100	100	100	94	88	84	77	61	45	36	30	81	78	73	65	57	0.07	0.029	--			>100	0.1
89P01205	20-33	Bw1	S	100	99	99	98	98	92	86	81	75	61	48	36	28	80	77	72	64	58	0.06	0.025	--	44	11	>100	0.2
89P01206	33-45	Bw2	S	100	100	100	99	99	88	76	66	59	48	38	29	22	64	60	56	50	45	0.48	0.100	0.001			>100	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
89P01203	0-5	A	S	25	--	--	25	3	13	9	75	25	3	13	9	75		1.641
89P01204	5-20	BA	S	16	--	--	16	--	12	4	84	16	--	12	4	84		1.561
89P01205	20-33	Bw1	S	19	--	--	19	2	12	5	81	19	2	12	5	81		1.581
89P01206	33-45	Bw2	S	34	--	--	34	1	23	10	66	34	1	23	10	66		1.721

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
89P01203	0-5	A	S	15	--	--	15	2	8	6	85	17	15	14	38				1.32		0.54
89P01204	5-20	BA	S	9	--	--	9	--	7	2	91	16	15	18	41				0.87		0.52
89P01205	20-33	Bw1	S	11	--	--	11	1	7	3	89	14	17	17	40				0.85		0.53
89P01206	33-45	Bw2	S	22	--	--	22	1	15	7	78	14	15	14	35				0.90		0.53

*** Supplementary Characterization Data ***

Pedon ID: 89OR015007

( Curry, Oregon )

Print Date: Nov 25 2024 5:34PM

Sampled As	:	Reinhart		Loamy-skeletal, mixed, isomesic Lithic Humitropept
USDA-NRCS-NSSC-Soil Survey Laboratory			;	Pedon No.  89P0198

---

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
89P01203	0-5	A	S	33	33	29	35	33	30	2	6	9	18	17	25	23	45		cl	35.6	33.3	31.1	4.2
89P01204	5-20	BA	S	23	23	23	39	38	43	5	6	9	16	15	21	28	56		cl	32.7	31.4	35.9	4.4
89P01205	20-33	Bw1	S	26	26	24	33	41	39	3	6	9	14	13	18	37	53		cl	29.0	36.2	34.8	4.4
89P01206	33-45	Bw2	S	44	44	42	27	29	29	5	8	9	14	12	15	37	51		cl	31.9	34.5	33.6	4.4