Laura Medalie
Laura Medalie is a Hydrologist in the New England Water Science Center.
Science and Products
Filter Total Items: 72
Level II scour analysis for Bridge 21 (MONKTH00340021) on Town Highway 34, crossing Little Otter Creek, Monkton, Vermont
This report provides the results of a detailed Level II analysis of scour potential at structure
MONKTH00340021 on Town Highway 34 crossing Little Otter Creek, Monkton, 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. Department of Transportation,
1993). Results of a Level I scour investig
Authors
Erick M. Boehmler, Laura Medalie
Level II scour analysis for Bridge 13 (PFRDTH00030013) on Town Highway 3, crossing Furnace Brook, Pittsford, Vermont
This report provides the results of a detailed Level II analysis of scour potential at structure
PFRDTH00030013 on Town Highway 3 crossing Furnace Brook, Pittsford, 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. Department of Transportation,
1993). Results of a Level I scour investigatio
Authors
Robert H. Flynn, Laura Medalie
Level II scour analysis for Bridge 12 (SUNDFLR0030012) on Forest Land Road 3, crossing Roaring Branch Brook, Sunderland, Vermont
This report provides the results of a detailed Level II analysis of scour potential at structure
SUNDFLR0030012 on Forest Land Road (FLR) 3 (FAS 114) crossing Roaring Branch
Brook, Sunderland, 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. Department
of Transportation, 1993). Results of
Authors
Robert H. Flynn, Laura Medalie
Level II scour analysis for Bridge 43 (SPRICYBRIG0043) on Bridge Street, crossing the Black River, Springfield, Vermont
This report provides the results of a detailed Level II analysis of scour potential at structure
SPRICYBRIG0043 on Bridge Street crossing the Black River, Springfield, 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. Department of Transportation,
1993). Results of a Level I scour investiga
Authors
Michael A. Ivanoff, Laura Medalie
Level II scour analysis for Bridge 21 (MORETH00010021) on Town Highway 1, crossing Cox Brook, Moretown, Vermont
This report provides the results of a detailed Level II analysis of scour potential at structure
MORETH00010021 on Town Highway 1 crossing Cox Brook, Moretown, 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. Department of Transportation,
1993). Results of a Level I scour investigation als
Authors
Lora K. Striker, Laura Medalie
Level II scour analysis for Bridge 7 (WALDTH00020007) on Town Highway 2, crossing Coles Brook, Walden, Vermont
This report provides the results of a detailed Level II analysis of scour potential at structure
WALDTH00020007 on Town Highway 2 crossing Coles Brook, Walden, Vermont (figures
1–8). Coles Brook is also referred to as Joes Brook. A Level II study is a basic engineering
analysis of the site, including a quantitative analysis of stream stability and scour (U.S.
Department of Transportation, 1993
Authors
Lora K. Striker, Laura Medalie
Level II scour analysis for Bridge 18 (GROTTH00480018) on Town Highway 48, crossing the Wells River Groton, Vermont
This report provides the results of a detailed Level II analysis of scour potential at structure
GROTTH00480018 on Town Highway 48 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 (U.S. Department of Transportation,
1993). Results of a Level I scour investigatio
Authors
Lora K. Striker, Laura Medalie
Level II scour analysis for Bridge 12 (NEWFVT00300012) on State Route 30, crossing Smith Brook, Newfane, Vermont
This report provides the results of a detailed Level II analysis of scour potential at structure
NEWFVT00300012 on State Route 30 crossing Smith Brook, Newfane, 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. Department of Transportation, 1993). Results of
a Level I scour investigation al
Authors
Michael A. Ivanoff, Laura Medalie
Level II scour analysis for Bridge 15 (TROYTH00290015) on Town Highway 29, crossing Beetle Brook, Troy, Vermont
This report provides the results of a detailed Level II analysis of scour potential at structure
TROYTH00290015 on Town Highway 29 crossing Beetle Brook, Troy, 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. Department of Transportation, 1993). Results of
a Level I scour investigation als
Authors
Michael A. Ivanoff, Laura Medalie
Level II scour analysis for Bridge 81 (NFIETH00PL0081) on Pleasant Street, crossing Union Brook, Northfield, Vermont
This report provides the results of a detailed Level II analysis of scour potential at structure
NFIETH00PL0081 on Pleasant Street crossing Union Brook, Northfield, 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. Department of Transportation, 1993). Results of
a Level I scour investigatio
Authors
Ronda L. Burns, Laura Medalie
Level II scour analysis for Bridge 30 (MNTGTH00410030) on Town Highway 41, crossing the Trout River, Montgomery, Vermont
This report provides the results of a detailed Level II analysis of scour potential at structure
MNTGTH00410030 on Town Highway 41 crossing the Trout River, Montgomery,
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. Department of Transportation,
1993). Results of a Level I scour investig
Authors
Michael A. Ivanoff, Laura Medalie
Level II scour analysis for Bridge 26 (JAMATH00010026) on Town Highway 1, crossing Ball Mountain Brook, Jamaica, Vermont
This report provides the results of a detailed Level II analysis of scour potential at structure
JAMATH00010026 on Town Highway 1 crossing Ball Mountain Brook, Jamaica, 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. Department of Transportation,
1993). Results of a Level I scour investig
Authors
Ronda L. Burns, Laura Medalie
Science and Products
Filter Total Items: 72
Level II scour analysis for Bridge 21 (MONKTH00340021) on Town Highway 34, crossing Little Otter Creek, Monkton, Vermont
This report provides the results of a detailed Level II analysis of scour potential at structure
MONKTH00340021 on Town Highway 34 crossing Little Otter Creek, Monkton, 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. Department of Transportation,
1993). Results of a Level I scour investig
Authors
Erick M. Boehmler, Laura Medalie
Level II scour analysis for Bridge 13 (PFRDTH00030013) on Town Highway 3, crossing Furnace Brook, Pittsford, Vermont
This report provides the results of a detailed Level II analysis of scour potential at structure
PFRDTH00030013 on Town Highway 3 crossing Furnace Brook, Pittsford, 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. Department of Transportation,
1993). Results of a Level I scour investigatio
Authors
Robert H. Flynn, Laura Medalie
Level II scour analysis for Bridge 12 (SUNDFLR0030012) on Forest Land Road 3, crossing Roaring Branch Brook, Sunderland, Vermont
This report provides the results of a detailed Level II analysis of scour potential at structure
SUNDFLR0030012 on Forest Land Road (FLR) 3 (FAS 114) crossing Roaring Branch
Brook, Sunderland, 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. Department
of Transportation, 1993). Results of
Authors
Robert H. Flynn, Laura Medalie
Level II scour analysis for Bridge 43 (SPRICYBRIG0043) on Bridge Street, crossing the Black River, Springfield, Vermont
This report provides the results of a detailed Level II analysis of scour potential at structure
SPRICYBRIG0043 on Bridge Street crossing the Black River, Springfield, 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. Department of Transportation,
1993). Results of a Level I scour investiga
Authors
Michael A. Ivanoff, Laura Medalie
Level II scour analysis for Bridge 21 (MORETH00010021) on Town Highway 1, crossing Cox Brook, Moretown, Vermont
This report provides the results of a detailed Level II analysis of scour potential at structure
MORETH00010021 on Town Highway 1 crossing Cox Brook, Moretown, 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. Department of Transportation,
1993). Results of a Level I scour investigation als
Authors
Lora K. Striker, Laura Medalie
Level II scour analysis for Bridge 7 (WALDTH00020007) on Town Highway 2, crossing Coles Brook, Walden, Vermont
This report provides the results of a detailed Level II analysis of scour potential at structure
WALDTH00020007 on Town Highway 2 crossing Coles Brook, Walden, Vermont (figures
1–8). Coles Brook is also referred to as Joes Brook. A Level II study is a basic engineering
analysis of the site, including a quantitative analysis of stream stability and scour (U.S.
Department of Transportation, 1993
Authors
Lora K. Striker, Laura Medalie
Level II scour analysis for Bridge 18 (GROTTH00480018) on Town Highway 48, crossing the Wells River Groton, Vermont
This report provides the results of a detailed Level II analysis of scour potential at structure
GROTTH00480018 on Town Highway 48 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 (U.S. Department of Transportation,
1993). Results of a Level I scour investigatio
Authors
Lora K. Striker, Laura Medalie
Level II scour analysis for Bridge 12 (NEWFVT00300012) on State Route 30, crossing Smith Brook, Newfane, Vermont
This report provides the results of a detailed Level II analysis of scour potential at structure
NEWFVT00300012 on State Route 30 crossing Smith Brook, Newfane, 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. Department of Transportation, 1993). Results of
a Level I scour investigation al
Authors
Michael A. Ivanoff, Laura Medalie
Level II scour analysis for Bridge 15 (TROYTH00290015) on Town Highway 29, crossing Beetle Brook, Troy, Vermont
This report provides the results of a detailed Level II analysis of scour potential at structure
TROYTH00290015 on Town Highway 29 crossing Beetle Brook, Troy, 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. Department of Transportation, 1993). Results of
a Level I scour investigation als
Authors
Michael A. Ivanoff, Laura Medalie
Level II scour analysis for Bridge 81 (NFIETH00PL0081) on Pleasant Street, crossing Union Brook, Northfield, Vermont
This report provides the results of a detailed Level II analysis of scour potential at structure
NFIETH00PL0081 on Pleasant Street crossing Union Brook, Northfield, 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. Department of Transportation, 1993). Results of
a Level I scour investigatio
Authors
Ronda L. Burns, Laura Medalie
Level II scour analysis for Bridge 30 (MNTGTH00410030) on Town Highway 41, crossing the Trout River, Montgomery, Vermont
This report provides the results of a detailed Level II analysis of scour potential at structure
MNTGTH00410030 on Town Highway 41 crossing the Trout River, Montgomery,
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. Department of Transportation,
1993). Results of a Level I scour investig
Authors
Michael A. Ivanoff, Laura Medalie
Level II scour analysis for Bridge 26 (JAMATH00010026) on Town Highway 1, crossing Ball Mountain Brook, Jamaica, Vermont
This report provides the results of a detailed Level II analysis of scour potential at structure
JAMATH00010026 on Town Highway 1 crossing Ball Mountain Brook, Jamaica, 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. Department of Transportation,
1993). Results of a Level I scour investig
Authors
Ronda L. Burns, Laura Medalie