*** Supplementary Characterization Data ***
Pedon ID: 83GQ066002( Guam, United States )Print Date: Nov 25 2024 9:25PM

Sampled as on Sep 1, 1983:Agfayan ; Very-fine, montmorillonitic, isohyperthermic Paralithic Vertic Haplustoll
Revised to correlated:Agfayan ; Clayey, smectitic, isohyperthermic Udorthentic Haplustolls
United States Department of Agriculture
SSL-ProjectCP84GQ056   GUAMNatural Resources Conservation Service
-Site ID83GQ066002   Lat: 13° 15' 10.00" north  Long: 144° 43' 40.02" east  MLRA: 181National Soil Survey Center
-Pedon No. 84P0209Soil Survey Laboratory
-General Methods 1B1A, 2A1, 2BLincoln, 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 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
4F14F
 
84P010850-10A1S1001001001001001009995867461463690868377700.020.007--47.10.3
84P0108610-20A2S100100100100100100100100947255413298968978660.030.012--743073.80.2
84P0108720-35A/CrS1001001001001001001001009469523931100968875610.050.016-->1000.2
84P0108835-50CrS1001001001001001001001006225138590674830190.390.2730.00942.02.7
84P0108935-50A/CrS100100100100100100100100927149383198948877610.050.021-->1000.2

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 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
 
84P010850-10A1S5----5--14955--14950.851.271.371.530.811.041.231.331.502.122.27
84P0108610-20A2Str--------trtr100----trtr1000.941.371.451.590.931.071.361.431.581.821.85
84P0108720-35A/CrStr----------tr100------tr1000.871.211.351.540.870.941.211.351.542.052.05
84P0108835-50CrS------------100--1001.451
84P0108935-50A/CrStr----------tr100------tr1001.451

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.


*** Supplementary Characterization Data ***
Pedon ID: 83GQ066002( Guam, United States )Print Date: Nov 25 2024 9:25PM
Sampled As:AgfayanVery-fine, montmorillonitic, isohyperthermic Paralithic Vertic Haplustoll
USDA-NRCS-NSSC-Soil Survey Laboratory;Pedon No.  84P0209

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---)
8D14C1
 
84P010850-10A1S2----2--1198811121652121.710.840.3908.38.70.250.26
84P0108610-20A2Str--------trtr1001212111451112.351.110.4204.74.80.150.15
84P0108720-35A/CrStr----------tr10013101019482.471.190.3702.62.60.090.09
84P0108835-50CrS--------------10045834515.246.59
84P0108835-50CrGP11
84P0108935-50A/CrStr----------tr100211717452.611.28

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
3A1a1a3A1a1a3A1a1a3A1a1a4C1a2a
 
84P010850-10A1S8883954579661011164362cl25.935.938.26.1
84P0108610-20A2S5050472491717163447cl34.234.031.86.0
84P0108720-35A/CrS57434615121920133046cl39.029.731.36.0
84P0108835-50CrS851551024201812685
84P0108835-50CrGPlcos81.513.94.66.1
84P0108935-50A/CrS56444426101622172744cl38.830.530.76.2
NSSC SSL Report Creation