*** Supplementary Characterization Data ***
Pedon ID: S1967WY019001( Johnson, Wyoming )Print Date: Nov 23 2024 7:31AM

Sampled as on Jul 15, 1967:Mathers
Revised to :
United States Department of Agriculture
SSL-ProjectNL40001   SSIR SAMPLESSoil Conservation Service
-Site IDS1967WY019001   Lat: 44° 1' 18.00" north  Long: 107° 1' 35.00" westLincoln Soil Survey Laboratory
-Pedon No. 40A3123Soil Laboratory
-General Methods 1B1A, 2A1, 2BLincoln, Nebraska

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 SieveUSDA Less Than Diameters (mm) at bergUni-Cur-
Depth323/213/43/84104020020521..5.25.10.05605010LLPIfmtyvtur
Layer(cm)HorzPrep(-------------------Inches-------------------)(---------Number---------)(------Microns----)(---------Millimeter----------)(-----Percentile---)(----%----)CUCC
 
40A244090-8A1S10099989695959590665430171079686357510.160.0480.00275.71.2
40A244108-15A2S1009998969594928557442313771585347410.560.1620.003>1000.5
40A2441115-23ES1009999989893887547331810562484235300.890.5470.005>1000.6
40A2441223-31B/AS100100100100100958975493122171566514333280.750.4620.001>1006.2
40A2441331-51Bt1S10099989796939079493125232269514333280.700.4450.001>10010.6
40A2441451-66Bt2S10010010010010094877232151210953342617131.280.8850.005>10019.4
40A2441566-99BS1001001001001009488703014119850322415121.410.9880.011>10011.2
40A2441699-124C1S1001001001001009793732397544725181181.421.0920.08516.72.8
40A24417124-155C2S1001001001001009590712915119850312416121.390.9980.009>10016.3
40A24418155-183C3S10010010010010093856630127655032241491.551.0210.05627.82.0

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 FractionWhole Soil<2 mm FractionRatios
>225025075752057575205Soil SurEngineeringSoil SurveyEngineeringAt 33 kPa
Depth-UP-75-2-20-5-2<2-2-20-5-2<233OvenMoistSatur331500OvenMoistSaturWhole<2
Layer(cm)HorzPrep(------------------- % of Whole Soil ------------------)(--------- % of <75 mm ---------)kPa-dry-ated kPa kPa -dry -ated Soilmm
3B13B13B14A1d4A1h
 
40A244090-8A1S10----105--590105--5901.231.301.501.771.161.231.441.721.151.28
40A244108-15A2S15----155378515537851.5611.711.61
40A2441115-23ES25----2521013752521013751.6411.761.58
40A2441223-31B/AS25----25--11147525--1114751.682
40A2441331-51Bt1S21----21461179214611791.711.781.952.061.561.641.851.970.550.70
40A2441451-66Bt2S28----28--13157228--1315721.661
40A2441566-99BS30----30--12187030--1218701.681
40A2441699-124C1S27----27--7207327--720731.651
40A24417124-155C2S29----29--10197129--1019711.671
40A24418155-183C3S34----34--15196634--1519661.711

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.
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: S1967WY019001( Johnson, Wyoming )Print Date: Nov 23 2024 7:31AM
Sampled As:Mathers
USDA-SCS-Soil Survey Laboratory;Pedon No.  40A3123

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 FractionWhole Soil<2 mmWhole<2
>225025075752052-.05-LTPoresRatFineCEC1500LEP33 kPato %Soilmm
Depth-UP-75-2-20-5-2<2.05.002.002DF-ioClaySumNH4-kPa331500Oven1500Oven
Layer(cm)HorzPrep(----------------------------- % of Whole Soil ---------------------------)CatsOACH2OkPakPa-drykPa-dry(---in3/in3---)
 
40A244090-8A1S5----52--2951819427272.360.580.200.21
40A244108-15A2S9----93249125204411.420.53
40A2441115-23ES15----151688528153381.250.45
40A2441223-31B/AS16----16--79843089370.850.38
40A2441331-51Bt1S13----13347873341411241.150.450.080.09
40A2441451-66Bt2S17----17--89833635371.420.37
40A2441566-99BS19----19--812813735371.520.59
40A2441699-124C1S17----17--413834123382.260.62
40A24417124-155C2S18----18--612823735371.630.49
40A24418155-183C3S22----22--1012783633351.590.37

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 - - - - - - - - - - - - - - - - - -)TextPSDA (mm)pHElect.Part-
(--------------- Whole Soil ---------------)(------------------- <2 mm Fraction -------------------)-ureSandSiltClayCaRes-Con--icle
>275202-.05-<(------------- Sands -------------)(--- Silts ---)Clby2-.05-<Cl2ist.ductDen-
Depth-20-2.05.002.002VCCMFVFCFayPSDA.05.002.002.01MohmsdS m-1sity
Layer(cm)HorzPrep(- % of >2 mm Sand and Silt -)(------------------% of Sand and Silt -------------)<2 mm(---- % of 2 mm ----)(-------- <2 mm --------)g cm-3
3A1a1a3A1a1a3A1a1a3A1a1a8A1a
 
40A244090-8A1S111164346111314677272512l43.346.110.6
40A244108-15A2S16161147377181668723219l51.540.48.1
40A2441115-23ES262624482661820910717188cosl60.232.77.1
40A2441223-31B/AS292929561517142613169101224cosl63.217.419.4
40A2441331-51Bt1S272722658281830151794738scl64.68.027.4
40A2441451-66Bt2S313131645102931131453414cosl81.36.412.3
40A2441566-99BS33333363583230121462512lcos82.96.011.1
40A2441699-124C1S2828286844383110114246cos89.05.25.80.35
40A24417124-155C2S31313164593330111362512lcos82.46.511.1
40A24418155-183C3S3636366055272813177348lcos85.96.57.6
NSSC SSL Report Creation