Level II scour analysis for Bridge 37 (CABOTH00410037) on Town Highway 41, crossing the Winooski River, Cabot, Vermont
Robert H. Flynn, Laura Medalie
1997, Open-File Report 97-781
This report provides the results of a detailed Level II analysis of scour potential at structure CABOTH00410037 on Town Highway 41 crossing the Winooski River (also referred to as Coit’s Pond Brook), Cabot, Vermont (figures 1–8). A Level II study is a basic engineering analysis of the site, including a...
Level II scour analysis for Bridge 17 (SHEFTH00380017) on Town Highway 38, crossing Miller Run, Sheffield, Vermont
Lora K. Striker, James R. Degnan
1997, Open-File Report 97-782
This report provides the results of a detailed Level II analysis of scour potential at structure SHEFTH00380017 on Town Highway 38 crossing Miller Run, Sheffield, 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 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....
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 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 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 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 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 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 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 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 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 27 (BRIGVT001140027) on State Route 114, crossing Pherrins River, Brighton, Vermont
Erick M. Boehmler
1997, Open-File Report 97-207
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 11 (STAMVT01000011) on State Route 11, crossing Crazy John Stream, Stamford, Vermont
M.A. Ivanoff, J.R. Degnan
1997, Open-File Report 97-824
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 45 (BRNETH00070045) on Town Highway 7, crossing the Stevens River, Barnet, Vermont
Michael A. Ivanoff, Robert E. Hammond
1997, Open-File Report 97-753
This report provides the results of a detailed Level II analysis of scour potential at structure BRNETH00070045 on Town Highway 7 crossing the Stevens River, Barnet, 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...
Seismic-Hazard Maps for California, Nevada, and Western Arizona/Utah
Arthur D. Frankel, C. Mueller, T. Barnhard, D. Perkins, E. V. Leyendecker, N. Dickman, S. Hanson, M. Hopper
1997, Open-File Report 97-130
Level II scour analysis for Bridge 63 (CHESTH00090063) on Town Highway 9, crossing the Williams River, Chester, Vermont
Robert H. Flynn
1997, Open-File Report 97-423
This report provides the results of a detailed Level II analysis of scour potential at structure CHESTH00090063 on Town Highway 9 crossing the Williams River, Chester, 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 2 (BENNCYPARK0002) on Park Street, crossing Furnace Brook, Bennington, Vermont
Scott A. Olson
1997, Open-File Report 97-341
This report provides the results of a detailed Level II analysis of scour potential at structure BENNCYPARK0002 on the Park Street crossing of Furnace Brook, Bennington, 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...
Palynostratigraphy of Cretaceous and Quaternary strata in the Robins Point corehole, Aberdeen Proving Ground, Harford County, Maryland
Norman O. Frederiksen, David S. Powars, Alan P. Hoffmeister, Thomas P. Sheehan
1997, Open-File Report 97-279
No abstract available. ...
Level II scour analysis for Bridge 25 (REDSTH00360025) on Town Highway 36, crossing the West Branch Deerfield River, Readsboro, Vermont
Robert H. Flynn, Ronda L. Burns
1997, Open-File Report 97-653
This report provides the results of a detailed Level II analysis of scour potential at structure REDSTH00360025 on Town Highway 36 crossing the West Branch Deerfield River, Readsboro, 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 31 (JERITH00350031) on Town Highway 35, crossing Mill Brook, Jericho, Vermont
Emily C. Wild
1997, Open-File Report 97-767
This report provides the results of a detailed Level II analysis of scour potential at structure JERITH00350031 on Town Highway 35 crossing Mill Brook, Jericho, 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 10 (CHESTH00030010) on Town Highway 3 (VT 35), crossing the South Branch of Williams River, Chester, Vermont
Emily C. Wild, Robert E. Hammond
1997, Open-File Report 97-369
This report provides the results of a detailed Level II analysis of scour potential at structure CHESTH00030010 on Town Highway 3 (VT 35) crossing the South Branch Williams River, Chester, Vermont (figures 1–8). A Level II study is a basic engineering analysis of the site, including a quantitative analysis of...
Estimates of water use in the western United States in 1990, and water-use trends, 1960-90
Wayne B. Solley
1997, Open-File Report 97-176
