Level II scour analysis for Bridge 6 (VICTTH000110006) on Town Highway 1, crossing the Moose River, Victory, Vermont
Scott A. Olson
1997, Open-File Report 97-6
This report provides the results of a detailed Level II analysis of scour potential at structure VICTTH00010006 on Town Highway 1 crossing the Moose River, Victory, Vermont (figures 1–8). A Level II study is a basic engineering analysis of the site, including a quantitative analysis of stream stability and scour...
Level II scour analysis for Bridge 125 (MIDBUS00070125) on U.S. Route 7 crossing the Middlebury River, Middlebury, Vermont
Erick M. Boehmler, Robert H. Flynn
1997, Open-File Report 97-103
This report provides the results of a detailed Level II analysis of scour potential at structure MIDBUS00070125 on U.S. Route 7 crossing the Middlebury River, Middlebury, Vermont (figures 1–8). A Level II study is a basic engineering analysis of the site, including a quantitative analysis of stream stability and scour...
Level II scour analysis for Bridge 8 (DANVTH00020008) on Town Highway 2, crossing the Morrill Brook, Danville, Vermont
Michael A. Ivanoff
1997, Open-File Report 97-104
This report provides the results of a detailed Level II analysis of scour potential at structure DANVTH00020008 on Town Highway 2 crossing Morrill Brook, Danville, Vermont (figures 1–8). A Level II study is a basic engineering analysis of the site, including a quantitative analysis of stream stability and scour (U.S....
Level II scour analysis for Bridge 11 (HINETH00040011) on Town Highway 4, crossing Lewis Creek, Hinesburg, Vermont
Michael A. Ivanoff, Ronda L. Burns
1997, Open-File Report 97-106
This report provides the results of a detailed Level II analysis of scour potential at structure HINETH00040011 on Town Highway 4 crossing Lewis Creek, Hinesburg, Vermont (figures 1–8). A Level II study is a basic engineering analysis of the site, including a quantitative analysis of stream stability and scour (U.S....
Level II scour analysis for Bridge 32 (BRIDTH00050032) on Town Highway 005, crossing North Branch Ottauquechee River, Bridgewater, Vermont
Joseph D. Ayotte
1997, Open-File Report 96-152
This report provides the results of a detailed Level II analysis of scour potential at structure BRIDTH00050032 on town highway 5 crossing the North Branch Ottauquechee River, Bridgewater, Vermont (figures 1–8). A Level II study is a basic engineering analysis of the site, including a quantitative analysis of stream stability...
Level II scour analysis for Bridge 108 (STJOUS00020108) on U.S. Highway 2, crossing the Moose River, St. Johnsbury, Vermont
Michael A. Ivanoff
1997, Open-File Report 97-107
This report provides the results of a detailed Level II analysis of scour potential at structure STJOUS00020108 on U.S. Highway 2 crossing the Moose River, St. Johnsbury, Vermont (figures 1–8). A Level II study is a basic engineering analysis of the site, including a quantitative analysis of stream stability and scour...
Level II scour analysis for Bridge 12 (FFIETH00030012) on Town Highway 3, crossing the Fairfield River, Fairfield, Vermont
Erick M. Boehmler, James R. Degnan
1997, Open-File Report 97-108
This report provides the results of a detailed Level II analysis of scour potential at structure FFIETH00030012 on Town Highway 3 crossing the Fairfield River, Fairfield, Vermont (figures 1–8). A Level II study is a basic engineering analysis of the site, including a quantitative analysis of stream stability and scour...
Level II scour analysis for Bridge 6 (MORRTH00030006) on Town Highway 3, crossing Ryder Brook, Morristown, Vermont
Erick M. Boehmler, Robert E. Hammond
1997, Open-File Report 97-105
This report provides the results of a detailed Level II analysis of scour potential at structure MORRTH00030006 on Town Highway 3 crossing Ryder Brook, Morristown, Vermont (figures 1–8). A Level II study is a basic engineering analysis of the site, including a quantitative analysis of stream stability and scour (U.S....
Level II scour analysis for Bridge 17 (BURKTH00070017) on Town Highway 7, crossing Dish Mill Brook, Burke, Vermont
R.L. Burns, E.M. Boehmler
1997, Open-File Report 97-757
Level II scour analysis for Bridge 13 (EDENTH00170013) on Town Highway 17, crossing the Gihon River, Eden, Vermont
M.A. Ivanoff
1997, Open-File Report 97-392
Level II scour analysis for Bridge 22 (TOPSTH00490022) on Town Highway 49, crossing Waits River, Topsham, Vermont
L.K. Striker, J.R. Degnan
1997, Open-File Report 97-822
Level II scour analysis for Bridge 57 (CHESTH00090057) on Town Highway 9, crossing Chase Brook, Chester, Vermont
S.A. Willoughby, R.L. Burns
1997, Open-File Report 97-823
Level II scour analysis for Bridge 5 (WOLCTH00150005) on Town Highway 15, crossing the Wild Branch Lamoille River, Wolcott, Vermont
Emily C. Wild
1997, Open-File Report 97-808
This report provides the results of a detailed Level II analysis of scour potential at structure WOLCTH00150005 on Town Highway 15 crossing the Wild Branch Lamoille River, Wolcott, Vermont (figures 1–8). A Level II study is a basic engineering analysis of the site, including a quantitative analysis of stream stability...
Level II scour analysis for Bridge 71 (WODSTH00050071) on Town Highway 5, crossing Kedron Brook, Woodstock, Vermont
S.A. Olson, J. D. Ayotte
1997, Open-File Report 97-807
This report provides the results of a detailed Level II analysis of scour potential at structure WODSTH00050071 on Town Highway 5 crossing Kedron Brook, Woodstock, Vermont (figures 1–8). A Level II study is a basic engineering analysis of the site, including a quantitative analysis of stream stability and scour (U.S....
Level II scour analysis for Bridge 16 (GROTTH00170016) on Town Highway 17, crossing the Wells River, Groton, Vermont
L.K. Striker, M.A. Ivanoff
1997, Open-File Report 97-805
This report provides the results of a detailed Level II analysis of scour potential at structure GROTTH00170016 on Town Highway 17 crossing the Wells River, Groton, Vermont (figures 1–8). A Level II study is a basic engineering analysis of the site, including a quantitative analysis of stream stability and scour...
Level II scour analysis for Bridge 65 (NEWBTH00500065) on Town Highway 50, crossing Peach Brook, Newbury, Vermont
R.L. Burns, Timothy Severance
1997, Open-File Report 97-804
This report provides the results of a detailed Level II analysis of scour potential at structure NEWBTH00500065 on Town Highway 50 crossing Peach Brook, Newbury, Vermont (figures 1–8). A Level II study is a basic engineering analysis of the site, including a quantitative analysis of stream stability and scour (U.S....
Level II scour analysis for Bridge 33 (TUNBTH00450033) on Town Highway 45, crossing the First Branch White River, Tunbridge, Vermont
E.C. Wild, Timothy Severance
1997, Open-File Report 97-803
This report provides the results of a detailed Level II analysis of scour potential at structure TUNBTH00450033 on Town Highway 45 crossing the First Branch White River, Tunbridge, Vermont (figures 1–8). A Level II study is a basic engineering analysis of the site, including a quantitative analysis of stream stability...
Level II scour analysis for Bridge 13 (NORWTH00020013) on Town Highway 2, crossing Charles Brown Brook, Norwich, Vermont
M.A. Ivanoff, M.A. Weber
1997, Open-File Report 97-800
Level II scour analysis for Bridge 21 (WALDTH00450021) on Town Highway 45, crossing Joes Brook, Walden, Vermont
Michael A. Ivanoff, Laura Medalie
1997, Open-File Report 97-799
This report provides the results of a detailed Level II analysis of scour potential at structure WALDTH00450021 on Town Highway 45 crossing Joes Brook, Walden, Vermont (figures 1–8). A Level II study is a basic engineering analysis of the site, including a quantitative analysis of stream stability and scour (U.S....
Level II scour analysis for Bridge 50 (STARTH00250050) on Town Highway 25, crossing Lewis Creek, Starksboro, Vermont
Ronda L. Burns, Erick M. Boehmler
1997, Open-File Report 97-798
This report provides the results of a detailed Level II analysis of scour potential at structure STARTH00250050 on Town Highway 25 crossing Lewis Creek, Starksboro, Vermont (figures 1–8). A Level II study is a basic engineering analysis of the site, including a quantitative analysis of stream stability and scour (U.S....
Level II scour analysis for Bridge 39 (TOPSTH00510039) on Town Highway 51, crossing Tabor Branch Waits River, Topsham, Vermont
Lora K. Striker, Tim Severance
1997, Open-File Report 97-797
This report provides the results of a detailed Level II analysis of scour potential at structure TOPSTH00510039 on Town Highway 51 crossing the Tabor Branch Waits River, Topsham, Vermont (figures 1–8). A Level II study is a basic engineering analysis of the site, including a quantitative analysis of stream stability...
Level II scour analysis for Bridge 25 (DANVTH00610025) on Town Highway 61, crossing Water Andric Brook, Danville, Vermont
Robert H. Flynn, Timothy Severance
1997, Open-File Report 97-796
This report provides the results of a detailed Level II analysis of scour potential at structure DANVTH00610025 on Town Highway 61 crossing Water Andric Brook, Danville, Vermont (figures 1–8). A Level II study is a basic engineering analysis of the site, including a quantitative analysis of stream stability and scour...
Level II scour analysis for Bridge 23 (WEELTH00210023) on Town Highway 21, crossing Miller Run, Wheelock, Vermont
Robert H. Flynn, Erick M. Boehmler
1997, Open-File Report 97-795
This report provides the results of a detailed Level II analysis of scour potential at structure WEELTH00210023 on Town Highway 21 crossing Miller Run, Wheelock, Vermont (figures 1–8). A Level II study is a basic engineering analysis of the site, including a quantitative analysis of stream stability and scour (U.S....
Level II scour analysis for Bridge 39 (STOWTH00160039) on Town Highway 16, crossing Moss Glen Brook, Stowe, Vermont
Michael A. Ivanoff, Robert E. Hammond
1997, Open-File Report 97-794
This report provides the results of a detailed Level II analysis of scour potential at structure STOWTH00160039 on Town Highway 16 crossing Moss Glen Brook, Stowe, Vermont (figures 1–8). A Level II study is a basic engineering analysis of the site, including a quantitative analysis of stream stability and scour...
Level II scour analysis for Bridge 5 (MORRTH00060005) on Town Highway 6, crossing Bedell Brook, Morristown, Vermont
Erick M. Boehmler, James R. Degnan
1997, Open-File Report 97-793
This report provides the results of a detailed Level II analysis of scour potential at structure MORRTH00060005 on Town Highway 6 crossing Bedell Brook, Morristown, Vermont (figures 1–8). A Level II study is a basic engineering analysis of the site, including a quantitative analysis of stream stability and scour (U.S....
