The bridges listed here have been identified by their respective states as having some exceptional quality and consequently will continue to be considered individually pursuant to Section 106 of the National Historic Preservation Act, as will those post-1945 common bridges previously listed or determined eligible for listing on the National Register or located in or adjacent to historic districts. States for which a report has not yet been provided are not eligible for the Program Comment at this time.
Bridge Number |
Name |
Location |
Bridge Type |
Year Built |
Brief Description of Significance |
ALABAMA |
NO REPORT |
ALASKA |
0381 |
Eyak River Bridge (Marie Smith Jones Bridge) |
Copper River Highway |
Prestressed concrete slab |
1954 |
Early example of the type |
0688 |
Canyon Creek Bridge |
Denali Highway |
Prestressed concrete bulb tee continuous (post tensioned) |
1985 |
Rare example of continuous multiple span form |
0740 |
Gastineau Channel Bridge |
Juneau |
Prestressed concrete box girder |
1981 |
Rare type. The only example in Alaska, and understood to be rare nationally. |
ARIZONA |
NO REPORT |
ARKANSAS |
M2311 |
State Highway 201 (relief for Big E Creek) |
Baxter County |
Concrete slab |
1952 |
Unique rock substructure |
M3281 |
State Highway 126 over an unnamed ditch |
Baxter County |
Concrete slab |
1947 |
Unique construction |
M1865 |
State Highway 123 over Haw Creek |
Johnson County |
Concrete channel beam |
1947 |
Unique construction |
M1868 |
State Highway 123 over Johns Branch Creek |
Johnson County |
Concrete channel beam |
1958 |
Experimental |
M2414 |
State Highway 227 over Hallman Creek |
Garland County |
Continuous concrete slab |
1950 |
Unique rock substructure |
M2413 |
State Highway 227 over Hallman Creek Relief |
Garland County |
Continuous concrete slab |
1950 |
Unique rock substructure |
M1696 |
State Highway 96 over unnamed stream |
Sebastian County |
Continuous concrete slab |
1957 |
WPA construction |
M2357 |
State Highway 217 over Ross Creek |
Franklin County |
Steel multi-beam |
1948 |
Probably WPA |
M2348 |
State Highway 215 over Hurricane Creek |
Franklin County |
Concrete slab |
1950 |
WPA construction |
M0861 |
State Highway 41 over Mill Creek |
Franklin County |
Continuous concrete slab |
1950 |
WPA construction |
M2676 |
State Highway 282 over unnamed creek |
Crawford County |
Continuous concrete slab |
1960 |
WPA construction |
M2364 |
State Highway 220 over Elmo Creek |
Crawford County |
Steel multi-beam |
1948 |
Probably WPA |
17001 |
County Road 28 over St. Francis River Diversion |
St. Francis County |
Steel continuous floor beam |
1957 |
only one existed after 1935 |
M1075 |
State Highway 60 over Taylor Creek |
Perry County |
Concrete channel beam |
1957 |
Experimental |
13125 |
County Road 31/Sturkie Road over Bay Creek |
Fulton County |
Concrete slab |
1950 |
Unique construction |
15044 |
County Road 9 over Greasy Creek |
Marion County |
Concrete slab |
1967 |
|
CALIFORNIA |
NO REPORT |
COLORADO |
NONE |
CONNECTICUT |
00417 |
Putnam Bridge |
Glastonbury-Wethersfield |
Steel continuous girder and floorbeam system |
1959 |
The exceptional size of this bridge, which provided an additional high-level crossing of the state's largest river between Hartford and Middletown, could give it both engineering significance as an example of the continuous-span technique and historical significance within the context of the development of Connecticut's state-highway system. |
00609 |
Route 8 Southbound over Naugatuck River |
Litchfield |
Steel continuous stringer/multi-beam or girder |
1960 |
The size and scale of this bridge appears to make it one of the largest structures on Route 8. |
00658 |
Route 15 over State Route 707 (Whitney Avenue) |
Hamden |
Steel stringer/multi-beam or girder |
1946 |
The decorative detail on the bridge suggests that the Wilbur Cross Highway (Route 15) in the immediate post-World War II period continued some of the aesthetic ambition seen in the earlier parkway bridges. This stylized version of the Connecticut seal's grape vines appears on other parkway bridges, tying this example to the overall theme of using symbolic design elements unique to the state. |
00796 |
Yale Avenue over Route 15 |
Wallingford |
Concrete continuous tee beam |
1947 |
This bridge should be evaluated in the context of the construction of the Wilbur Cross Parkway in the immediate Post-World War II period. Its stone abutment facing, curved beam shape, and fence-type railings relate it to the generally more detailed bridges on the portion of the Parkway between Milford and New Haven. |
03697 |
Brookside Drive over Mill River |
Fairfield |
Concrete slab |
1955 |
The somewhat unusual concrete parapet design may indicate an exceptional aesthetic intent, in which case it would have special local significance. Its design represents a simplification of the Classical Revival recessed parapet almost to the point of abstraction. |
DELAWARE |
NONE |
FLORIDA |
054015 |
CR-721A/Harney Pond Canal |
Glades County |
Prestressed concrete slab |
1958 |
Very early or particularly important example of its type in the State or the nation. |
910001 |
SR-70/Kissimmee River |
Okeechobee/Highlands Counties |
Steel girder |
1966 |
Has distinctive engineering or architectural features that depart from standard designs. |
910009 |
SR-78/Kissimmee River |
Okeechobee County |
Steel girder |
1964 |
Has distinctive engineering or architectural features that depart from standard designs. |
720075 |
SR-109/SR-10A |
Duval County |
Concrete tee beam |
1952 |
Has distinctive engineering or architectural features that depart from standard designs. |
720087 |
US-1/Miami Road |
Duval County |
Continuous steel girder |
1968 |
Has distinctive engineering or architectural features that depart from standard designs. |
720100 |
SR-115A Flyover/SR-10A |
Duval County |
Concrete box beam |
1961 |
Very early or particularly important example of its type in the State or the nation. |
760002 |
SR-19/Proposed Cross Florida Barge Canal |
Putnam County |
Continuous steel girder |
1967 |
Associated with an event or individual. Features spans of exceptional length or complexity. Displays other elements that were engineered to respond to a unique environmental context. |
580951 |
SR-399/ICWW |
Santa Rosa County |
Steel girder |
1960 |
Features spans of exceptional length or complexity. Displays other elements that were engineered to respond to a unique environmental context. |
460019 |
US-98 (SR-30)/ICWW |
Bay County |
Concrete girder |
1965 |
Features spans of exceptional length or complexity. Displays other elements that were engineered to respond to a unique environmental context. |
570034 |
US-98 (SR-30)/ICWW |
Okaloosa County |
Steel girder |
1964 |
Features spans of exceptional length or complexity. Displays other elements that were engineered to respond to a unique environmental context. |
880005 |
James H. Pruitt Memorial/SR-AIA over Sebastian Inlet |
Indian River County |
Prestressed concrete girder |
1964 |
Very early or particularly important example of its type in the State or the nation. |
364040 |
CR-316/Proposed Cross Florida Barge Canal |
Marion County |
Continuous steel girder |
1969 |
Associated with an event or individual. Features spans of exceptional length or complexity. Displays other elements that were engineered to respond to a unique environmental context. |
360055 |
SR-40/Ocklawaha River |
Marion County |
Continuous steel girder |
1972 |
Associated with an event or individual. Features spans of exceptional length or complexity. Displays other elements that were engineered to respond to a unique environmental context. |
904603 |
Bimini Drive/Sam's Canal |
Monroe County |
Prestressed concrete channel beam |
1955/1982 |
Associated with an event or individual. Has distinctive engineering or architectural features that depart from standard designs. |
904604 |
Harbour Drive/Joe's Canal |
Monroe County |
Prestressed concrete channel beam |
1955/1982 |
Associated with an event or individual. Has distinctive engineering or architectural features that depart from standard designs. |
904606 |
Seaview Drive/Un-Named Canal |
Monroe County |
Prestressed concrete channel beam |
1955/1982 |
Associated with an event or individual. Has distinctive engineering or architectural features that depart from standard designs. |
870078 |
SR-826 SB Flyover to SR-836 |
Miami-Dade County |
Continuous concrete box beam |
1967 |
Very early or particularly important example of its type in the State or the nation. |
None |
Florida Kennels Rock Bridge/driveway over Red Canal |
Miami-Dade County |
Concrete and rock culvert |
1947 |
Has distinctive engineering or architectural features that depart from standard designs. |
None |
Rock Bridgeover Red Road Canal |
Miami-Dade County |
Concrete and rock culvert |
1947 |
Has distinctive engineering or architectural features that depart from standard designs. |
GEORGIA |
NOT PARTICIPATING |
HAWAII |
001210001100001 |
Coconut Island Bridge |
Hawaii County |
Concrete Tee Beam |
1967 |
Typical post war bridge type with a unique bridge function.
Good example of a modest interisland pedestrian bridge that connects the small offshore Coconut Island to the main island of Hawaii. |
001220001100004 |
Elm Street Bridge |
Hawaii County |
Concrete Box
Culvert |
1963 |
The distinctive rock abutments are a potentially eligible historic resource. |
001620001100001 |
Waiulaula Gulch Bridge |
Hawaii County |
Steel Stringer |
1951 |
Uncommon use of steel material in Hawaii's extreme marine environment.
Associated with the railroad.
Good example of a 1950s steel stringer bridge. |
001620001100002 |
Waiulaula Gulch Bridge |
Hawaii County |
Steel Stringer |
1951 |
Uncommon use of steel material in Hawaii's extreme marine environment.
Associated with the railroad.
Good example of a 1950s steel stringer bridge. |
001002700500304 |
2‐Cell Metal Pipe Culvert |
Hawaii County |
Metal Corrugated Culvert |
1966 |
Unique masonry culvert in Hawaii.
Good example of a masonry culvert, and is typical of its period in its use of materials, method of construction, craftsmanship, and design. |
001002700500915 |
2‐Cell Metal Pipe Culvert |
Hawaii County |
Metal Corrugated Culvert |
1966 |
Unique lava rock culvert.
Good example of a lava rock culvert that uses local material, and is typical of its period in its use of materials, method of construction, craftsmanship, and design. |
001000110310346 |
2‐Metal Pipe Culvert |
Hawaii County |
Metal Corrugated Culvert |
1966 |
Unique lava rock culvert.
Good example of a culvert that uses local material, and is typical of its period in its use of materials, method of construction, craftsmanship, and design. |
001000110310424 |
2‐Metal Pipe Culvert |
Hawaii County |
Metal Corrugated Culvert |
1966 |
Unique lava rock culvert.
Good example of a culvert that uses local material, and is typical of its period in its use of materials, method of construction, craftsmanship, and design. |
001002700500655 |
3‐Cell Metal Pipe Culvert |
Hawaii County |
Metal Corrugated Culvert |
1966 |
Unique lava rock culvert.
Good example of a lava rock culvert that uses local material, and is typical of its period in its use of materials, method of construction, craftsmanship, and design. |
001002400500487 |
3‐Cell Pipe Culvert‐ Honokaia Stream |
Hawaii County |
Metal Corrugated Culvert |
1966 |
Unique lava rock culvert.
Good example of a culvert that uses local material, and is typical of its period in its use of materials, method of construction, craftsmanship, and design. |
001002400500691 |
3‐Cell Pipe Culvert‐ Kainapahoa Stream |
Hawaii County |
Metal Corrugated Culvert |
1966 |
Unique lava rock culvert.
Good example of a culvert that uses local material, and is typical of its period in its use of materials, method of construction, craftsmanship, and design. |
001000110310410 |
3‐Metal Pipe Culvert |
Hawaii County |
Metal Corrugated Culvert |
1966 |
Unique lava rock culvert.
Good example of a culvert that uses local material, and is typical of its period in its use of materials, method of construction, craftsmanship, and design. |
001000191108426 |
Hakalau Plantation Road Overpass |
Hawaii County |
Steel Stringer |
1953 |
Uncommon use of steel material in Hawaii's extreme marine environment.
Associated with the railroad and Hilo‐Hamakua Heritate Coastline.
Associated with development of the Hawaii Belt Road, particularly as part of the mid‐century “Seismic Wave Damage Rehabilitation Project.”
Representative of the work of a master: William R. Bartels. |
001000190308410 |
Hakalau Stream Bridge |
Hawaii County |
Steel Trestle |
1953 |
One of six registered steel trestle bridges on the Hamakua coast.
Uncommon use of steel material in Hawaii's extreme marine environment.
Engineering significance of the trestle structure of the early twentieth century.
Associated with the sugar plantation industry.
Associated with the Hilo Railroad Company.
Associated with three founders of the Hilo Railroad Company.
Longest steel bridge built post‐war (1945) on the island of Hawaii in the historic study period prior to 1969.
Associated with Post‐War Hawaii Belt Road District. |
001000190309124 |
Hanawi Stream Bridge |
Hawaii County |
Concrete Girder |
1968 |
Contributes to Post‐War Hawaii Belt Road.
Longest concrete bridge built post‐war (1945) on the island of Hawaii in the historic study period prior to 1969. |
001000110306489 |
Hilea Stream Bridge |
Hawaii County |
Timber Stringer |
1940 |
Associated with developments in wood bridge construction in Hawaii.
Good example of a 1940’s wood bridge. |
001000190009643 |
Hilo Plantation Flume Overpass |
Hawaii County |
Concrete Girder |
1949 |
Associated with the sugar plantation industry.
Earliest concrete flume bridge built post‐war (1945) on the island of Hawaii in the historic study period prior to 1969. |
001000191109626 |
Hilo Plantation Road Overpass |
Hawaii County |
Concrete Tee Beam |
1949 |
Associated with the sugar plantation industry.
Bridge maintained by State although not in use and ownership is unknown. |
001000190305863 |
Kahawailiilii Stream Bridge |
Hawaii County |
Concrete Girder |
1959 |
Contributes to Post‐War Hawaii Belt Road.
One of the best examples of a program comment bridge built post‐war (1945) along the Hawaii Belt Road on the island of Hawaii in the historic study period prior to 1969. |
001000190306021 |
Kalopa Stream Bridge |
Hawaii County |
Concrete Girder |
1959 |
Contributes to Post‐War Hawaii Belt Road.
Longest concrete span built post‐war (1945) on the island of Hawaii in the historic study period prior to 1969. |
001000190309317 |
Kapue Stream Bridge |
Hawaii County |
Steel Trestle |
1950 |
One of six registered steel trestle bridges on the Hamakua coast.
Uncommon use of steel material in Hawaii's extreme marine environment.
Engineering significance of the trestle structure of the early twentieth century.
Associated with the sugar plantation industry.
Associated with the Hilo Railroad Company.
Associated with three founders of the Hilo Railroad Company.
Associated with Post‐War Hawaii Belt Road District. |
001000190306944 |
Kaula Stream Bridge |
Hawaii County |
Concrete Girder |
1959 |
Contributes to Post‐War Hawaii Belt Road.
One of the best examples of a program comment bridge built post‐war (1945) along the Hawaii Belt Road on the island of Hawaii in the historic study period prior to 1969. |
001000190309043 |
Kawainui Stream Bridge |
Hawaii County |
Steel Stringer |
1948 |
Uncommon use of steel material in Hawaii's extreme marine environment.
Contributes to Post‐War Hawaii Belt Road.
Earliest steel bridge built post‐war (1945) on the island of Hawaii in the historic study period prior to 1969. |
001000190307519 |
Kihalani Stream Bridge |
Hawaii County |
Concrete Girder |
1956 |
Contributes to Post‐War Hawaii Belt Road.
One of the best examples of a program comment bridge built post‐war (1945) along the Hawaii Belt Road on the island of Hawaii in the historic study period prior to 1969. |
001000190307387 |
Kilau Stream Bridge |
Hawaii County |
Concrete Tee Beam |
1953 |
Contributes to Post‐War Hawaii Belt Road.
One of the best examples of a program comment bridge built post‐war (1945) along the Hawaii Belt Road on the island of Hawaii in the historic study period prior to 1969. |
001000190308549 |
Kolekole Stream Bridge |
Hawaii County |
Steel Truss |
1950 |
One of six registered steel trestle bridges on the Hamakua coast.
Uncommon use of steel material in Hawaii's extreme marine environment.
Engineering significance of the trestle structure of the early twentieth century.
Associated with the sugar plantation industry.
Associated with the Hilo Railroad Company.
Associated with three founders of the Hilo Railroad Company.
Associated with Post‐War Hawaii Belt Road District. |
001000190306590 |
Kukaiau Stream Bridge |
Hawaii County |
Steel Stringer |
1951 |
Uncommon use of steel material in Hawaii's extreme marine environment.
Contributes to Post‐War Hawaii Belt Road.
One of the best examples of a program comment bridge built post‐war (1945) along the Hawaii Belt Road on the island of Hawaii in the historic study period prior to 1969. |
001000190307474 |
Kuwaikahi Stream Bridge |
Hawaii County |
Steel Stringer |
1957 |
Uncommon use of steel material in Hawaii's extreme marine environment.
Contributes to Post‐War Hawaii Belt Road.
One of the best examples of a program comment bridge built post‐war (1945) along the Hawaii Belt Road on the island of Hawaii in the historic study period prior to 1969. |
001000190307799 |
Maulua Stream Bridge |
Hawaii County |
Steel Stringer |
1953 |
Curved long span. Road bed related to Hawaii Consolidated Railway Co. |
001000190307585 |
Moanalulu Stream Bridge |
Hawaii County |
Concrete Tee Beam |
1956 |
Contributes to Post‐War Hawaii Belt Road.
One of the best examples of a program comment bridge built post‐war (1945) along the Hawaii Belt Road on the island of Hawaii in the historic study period prior to 1969. |
001000190308146 |
Nanue Stream Bridge |
Hawaii County |
Steel Trestle |
1952 |
One of six registered steel trestle bridges on the Hamakua coast.
Uncommon use of steel material in Hawaii's extreme marine environment.
Engineering significance of the trestle structure of the early twentieth century.
Associated with the sugar plantation industry.
Associated with the Hilo Railroad Company.
Associated with three founders of the Hilo Railroad Company.
Associated with Post‐War Hawaii Belt Road District. |
001000190308619 |
Paheehee Stream Bridge |
Hawaii County |
Steel Trestle |
1950 |
One of six registered steel trestle bridges on the Hamakua coast.
Uncommon use of steel material in Hawaii's extreme marine environment.
Engineering significance of the trestle structure of the early twentieth century.
Associated with the sugar plantation industry.
Associated with the Hilo Railroad Company.
Associated with three founders of the Hilo Railroad Company.
Associated with Post‐War Hawaii Belt Road District. |
001000190307887 |
Pohakupuka Stream Bridge |
Hawaii County |
Concrete Rigid Frame |
1953 |
Contributes to Post‐War Hawaii Belt Road.
One of the best examples of a program comment bridge built post‐war (1945) along the Hawaii Belt Road on the island of Hawaii in the historic study period prior to 1969. |
001000190308346 |
Umauma Stream Bridge |
Hawaii County |
Steel Stringer |
1952 |
One of six registered steel trestle bridges on the Hamakua coast.
Uncommon use of steel material in Hawaii's extreme marine environment.
Engineering significance of the trestle structure of the early twentieth century.
Associated with the sugar plantation industry.
Associated with the Hilo Railroad Company.
Associated with three founders of the Hilo Railroad Company.
Associated with Post‐War Hawaii Belt Road District. |
001000190409696 |
Wailuku River Bridge |
Hawaii County |
Steel Stringer |
1950 |
Uncommon use of steel material in Hawaii's extreme marine environment.
Associated with the railroad, and specific federal funding of the U.S. Works Program Grade Crossing Program.
Associated with development of the Hawaii Belt Road, particularly as part of the mid‐century “Seismic Wave Damage Rehabilitation Project.”
Representative of the work of a master: William R. Bartels.
Contributes to Post‐War Hawaii Belt Road.
One of the best examples of a program comment bridge built post‐war (1945) along the Hawaii Belt Road on the island of Hawaii in the historic study period prior to 1969. |
001000190306280 |
Waipunahina Stream Bridge |
Hawaii County |
Concrete Girder |
1959 |
Contributes to Post‐War Hawaii Belt Road.
One of the best examples of a program comment bridge built post‐war (1945) along the Hawaii Belt Road on the island of Hawaii in the historic study period prior to 1969. |
007440181144002 |
Kainahola Bridge |
Kauai County |
Steel Stringer |
1950 |
Uncommon use of steel material in Hawaii's extreme marine environment.
Good example of 1950s concrete and steel stringer bridge that is atypical of its period. |
007000560302497 |
Kalihiwai River Bridge |
Kauai County |
Concrete Girder |
1963 |
Longest concrete span built post‐war (1945) on the island of Kauai in the historic study period prior to 1969. |
007000500001419 |
Kaumakani Pedestrian Overpass |
Kauai County |
Concrete Girder |
1948 |
Only post‐World War II pedestrian overpasses on Kauai.
Associated with early developments in concrete bridge construction in Hawaii.
Good example of 1940’s reinforced concrete pedestrian bridge. |
007005600500593 |
Lumahai Stream Bridge |
Kauai County |
Concrete Girder |
1968 |
Bridge is non‐contributing feature of Kauai Belt Road (North Shore section) due to the complete replacement of the original 1905 bridge that fell in 1967. |
007000500002033 |
Makaweli Flume Overpass |
Kauai County |
Concrete Girder |
1946 |
Associated with sugar plantation industry.
Good example of reinforced concrete flume that was constructed in the 1940’s.
Only known flume on Kauai |
007005830500334 |
Railroad Overpass |
Kauai County |
Steel Stringer |
1946 |
Associated with sugar plantation industry and economic development.
Uncommon use of steel material in Hawaii's extreme marine environment.
Associated with the railroad, and specific federal funding of the U.S. Works Program Grade Crossing Program. |
007000560400572 |
Wailua River Bridge |
Kauai County |
Concrete Tee Beam |
1945 |
Earliest concrete bridge built post‐war (1945) and best example of program comments bridges on the island of Kauai in the historic study period prior to 1969. |
009003201100001 |
Iao Stream Bridge No. 59 |
Maui County |
Steel Stringer |
1955 |
Longest metal bridge built post‐war (1945) on Maui island in the historic study period prior to 1969.
Uncommon use of steel material in Hawaii's extreme marine environment.
Good example of 1940s steel stringer bridge that is typical of its period. |
009311301200001 |
Iron Bridge No. 113 |
Maui County |
Steel Stringer |
1949 |
Longest metal bridge built post‐war (1945) on Maui island in the historic study period prior to 1969.
Uncommon use of steel material in Hawaii's extreme marine environment.
Good example of 1940s steel stringer bridge that is typical of its period. |
009030801100003 |
Kahana Nui No. 93 |
Maui County |
Concrete Tee Beam |
1964 |
Exceptional 1960’s concrete bridge because of uncommon use of solid parapet with masonry rubble concrete abutments during this period.
Bridge is undergoing consultation process in 2013 for scheduled replacement in 2014. |
009003600903922 |
Lelekea No. 81 |
Maui County |
Metal Corrugated Culvert |
1947 |
Super structure has arched corrugated metal pipe for main support with partial reinforced concrete and concrete rubble masonry footings.
Unique example of culvert that has been reclassified into a bridge. |
009003650700299 |
Maliko No. 48 |
Maui County |
Closed Spandrel Arch |
1945 |
Only county bridge built during WWII.
Rare to find arched bridge from this period.
Arch bridges are an uncommon bridge type.
Features a parapet with closely set rectangular balusters. |
009000310903514 |
Manawainui No. 80 |
Maui County |
Concrete Tee Beam |
1947 |
Earliest concrete bridge built post‐war (1945) on Maui island in the historic study period prior to 1969. |
009003600904475 |
Wailua No. 24 |
Maui County |
Concrete Tee Beam |
1947 |
Contributes to Hana Highway Historic Bridge District.
Part of best remaining intact example of a belt road system in the state.
20th century example of bridge engineering and construction.
Significant for commerce and social history.
Post‐War Public Works Projec.t |
009000370301383 |
Kalialinui B Stream Bridge |
Maui County |
Concrete Girder |
1964 |
Longest concrete bridge with the longest concrete span built post‐war (1945) on the island of Maui in the historic study period prior to 1969. |
009004600501611 |
Kaunakakai 16‐Cell
Culvert |
Maui County |
Concrete Pipe
Culvert |
1953 |
Only sixteen cell culvert in the state.
Unique culvert because most culverts in state are two to five cells. |
009003600503347 |
Kawaipapa Stream Bridge |
Maui County |
Concrete Tee Beam |
1947 |
Bridge was not listed as a part of the Hana Highway Historic Bridge District nomination form; however, it is within the boundaries of and is a contributing feature to the historic district.
Part of best remaining intact example of a belt road system in the state.
20th century example of bridge engineering and construction.
Significant for commerce and social history. |
009000300302596 |
Olowalu Tunnel |
Maui County |
Concrete Arch Culvert |
1950 |
First highway tunnel constructed in Hawaii.
Only tunnel on the island of Maui.
Representative of work of a master: William R. Bartels. |
009003400500004 |
Waiehu Twin 12 ft.
Culvert |
Maui County |
Metal Corrugated
Culvert |
1967 |
Uses concrete rock masonry which is unique feature in design and
construction of culverts. |
003364001200001 |
10th Avenue Double Box Culvert‐ Waiomao Stream |
City and County of Honolulu |
Concrete Box Culvert |
1962 |
Associated with early developements in concrete bridge construction in Hawaii.
Unique example of a box culvert built in the 1960s. |
003122001200001 |
Ala Aolani Arch Culvert‐Moanalua Stream |
City and County of Honolulu |
Concrete Arch Culvert |
1962 |
Distinctive arched culvert with attached concrete rubble masonry wingwall. |
003311001200001 |
Kahala Avenue Bridge No. 1‐ Muliwai Ditch |
City and County of Honolulu |
Concrete Rigid Frame |
1947 |
Associated with early developements in concrete bridge construction in Hawaii.
Good example of 1940’s and 1950's concrete rigid frame bridge. |
003211001200001 |
Kahaloa Drive Extension Bridge‐ Manoa Stream |
City and County of Honolulu |
Concrete Rigid Frame |
1954 |
Associated with early developements in concrete bridge construction in Hawaii.
Good example of 1950’s concrete rigid frame bridge. |
003351001200001 |
Kuliouou Road Bridge‐Kuliouou Stream |
City and County of Honolulu |
Steel Stringer |
1968 |
Uncommon use of steel material in Hawaii’s extreme marine environment.
Good example of post‐war 1960’s steel stringer bridge. |
003429001100001 |
Kumuhau Street Bridge‐Waimanalo Stream |
City and County of Honolulu |
Steel Stringer |
1963 |
Uncommon use of steel material in Hawaii's extreme marine environment.
Good example of post‐war 1960’s steel stringer bridge.
Metal rails made of structural steel tubes and wide flange posts. |
003340001200001 |
Malia Street Bridge No. 1‐Waialae Nui Stream |
City and County of Honolulu |
Concrete Slab |
1961 |
Associated with early developements in concrete bridge construction in Hawaii.
Good example of 1960’s reinforced concrete bridge. |
003083401400011 |
Mccully Street Bridge‐Ala Wai Canal |
City and County of Honolulu |
Concrete Slab |
1959 |
Contributed to economic development of Honolulu and Waikiki by providing reliable vehicular access.
Part of 1954 Bennett‐Maier plan (Charles B. Bennett and Eugene Maier) for redevelopment to relieve and control traffic in Waikiki. |
003072001400235 |
Moanalua Road Bridge‐Kaonohi Stream |
City and County of Honolulu |
Closed Spandrel Arch |
1966 |
Good example of 1960's closed arch bridge.
Arch bridges are an uncommon bridge type.
Only arch bridge built post‐war (1945) in the state of Hawaii in the historic study period prior to 1969. |
003257001200001 |
Puiwa Road Triple Box Culvert‐Nuuanu Stream |
City and County of Honolulu |
Concrete Box Culvert |
1964 |
This culvert is located in the historic Nuuanu residential development. |
003268001200001 |
Waaloa Way Bridge No. 2‐Manoa Stream |
City and County of Honolulu |
Steel Stringer |
1965 |
Uncommon use of steel material in Hawaii's extreme marine environment.
Good example of distinct structural type of 1960’s steel girder bridge.
Bridge is maintained by the Board of Water Supply. |
003244001200001 |
Waaloa Way Bridge No. 3‐Waiakeakua Stream |
City and County of Honolulu |
Steel Stringer |
1967 |
Uncommon use of steel material in Hawaii's extreme marine environment.
Good example of distinct structural type of 1960’s steel girder bridge.
Bridge is maintained by the Board of Water Supply. |
003245001200001 |
Waaloa Way Bridge No. 4‐Waiakeakua Stream |
City and County of Honolulu |
Timber Stringer |
1963 |
Associated with early developements in concrete bridge construction in Hawaii.
Good example of post‐war 1960’s timber stringer bridge.
Bridge is maintained by the Board of Water Supply. |
003605001100001 |
Waialua Beach Road Bridge‐Kiikii Stream |
City and County of Honolulu |
Concrete Tee Beam |
1950 |
Associated with Howard Hisayuki Kurio who worked for Territorial Department of Public Works for 17 years since 1932. |
003903001100001 |
Waipio Point Access Road Bridge No.1‐ Railroad Right of Way |
City and County of Honolulu |
Concrete Tee Beam |
1946 |
Associated with early developements in concrete bridge construction in Hawaii.
Good example of 1940’s reinforced concrete bridge. |
003000631100418 |
Burmeister Overpass |
City and County of Honolulu |
Concrete Girder |
1959 |
Built as a result of the Territory refusing to build the mauka entrance to Edward R. Burmeister Kalihi Valley land from the current Likelike Highway. |
003000990402212 |
Halawa Stream (Westbound) |
City and County of Honolulu |
Concrete Tee Beam |
1945 |
Associated with early developments in concrete bridge construction in Hawaii.
Good example of a 1940’s reinforced concrete bridge. |
003000990402054 |
Kalauao Springs (Westbound) |
City and County of Honolulu |
Concrete Girder |
1945 |
Associated with post‐war developments of the community. |
003000990402075 |
Kalauao Stream (Westbound) |
City and County of Honolulu |
Concrete Girder |
1945 |
Associated with post‐war developments of the community. |
003063000000155 |
Kokokahi Pedestrian Overpass |
City and County of Honolulu |
Concrete Tee Beam |
1952 |
It is suspected as the first pedestrian overpass on Oahu.
It is associated with the Kokokahi YMCA as it connected the waterfront and its camping cabins with the outdoor amphitheater and the residential community. |
003098001400077 |
Nuuanu Stream Bridge |
City and County of Honolulu |
Concrete Slab |
1959 |
Widest concrete bridge built post‐war (1945) on the island of Oahu in the historic study period prior to 1969.
A part of the channelization of Nuuanu Stream where all the walls of the channel were built with concrete masonry. |
003000610400112 |
Nuuanu Stream Kapena Falls |
City and County of Honolulu |
Concrete Rigid Frame |
1962 |
Contributes to Pali Highway Historic Bridge District.
See Pali Highway historic context Chapter 2.6.
Significant engineering of tunnels and bridges.
Connected Windward side and downtown Honolulu.
Associated with Windward side community development. |
003000610300593 |
Pali Bridge No. 3 (Inbound) |
City and County of Honolulu |
Concrete Tee Beam |
1956 |
Contributes to Pali Highway Historic Bridge District.
Significant engineering of tunnels and bridges.
Connected Windward side and downtown Honolulu.
Associated with Windward side community development. |
003000610300616 |
Pali Bridge No. 4 (Inbound) |
City and County of Honolulu |
Concrete Girder |
1956 |
Contributes to Pali Highway Historic Bridge District.
Significant engineering of tunnels and bridges.
Connected Windward side and downtown Honolulu.
Associated with Windward side community development. |
003000610300615 |
Pali Bridge No. 4B (Outbound) |
City and County of Honolulu |
Concrete Girder |
1961 |
Contributes to Pali Highway Historic Bridge District.
Significant engineering of tunnels and bridges.
Connected Windward side and downtown Honolulu.
Associated with Windward side community development. |
003000610300621 |
Pali Bridge No. 5 (Inbound) |
City and County of Honolulu |
Concrete Girder |
1956 |
Contributes to Pali Highway Historic Bridge District.
Significant engineering of tunnels and bridges.
Connected Windward side and downtown Honolulu.
Associated with Windward side community development. |
003000610300623 |
Pali Bridge No. 5A (Outbound) |
City and County of Honolulu |
Concrete Girder |
1961 |
Contributes to Pali Highway Historic Bridge District.
Significant engineering of tunnels and bridges.
Connected Windward side and downtown Honolulu.
Associated with Windward side community development. |
003000610300629 |
Pali Bridge No. 6 (Inbound) |
City and County of Honolulu |
Concrete Girder |
1956 |
Contributes to Pali Highway Historic Bridge District.
Significant engineering of tunnels and bridges.
Connected Windward side and downtown Honolulu.
Associated with Windward side community development. |
003000610300632 |
Pali Bridge No. 7 (Inbound) |
City and County of Honolulu |
Concrete Girder |
1956 |
Contributes to Pali Highway Historic Bridge District.
Significant engineering of tunnels and bridges.
Connected Windward side and downtown Honolulu.
Associated with Windward side community development. |
003000610300631 |
Pali Bridge No. 7A (Outbound) |
City and County of Honolulu |
Concrete Girder |
1961 |
Contributes to Pali Highway Historic Bridge District.
Significant engineering of tunnels and bridges.
Connected Windward side and downtown Honolulu.
Associated with Windward side community development. |
003000610300640 |
Pali Bridge No. 8 (Inbound) |
City and County of Honolulu |
Concrete Girder |
1956 |
Contributes to Pali Highway Historic Bridge District.
Significant engineering of tunnels and bridges.
Connected Windward side and downtown Honolulu.
Associated with Windward side community development. |
003000610300638 |
Pali Bridge No. 8A (Outbound) |
City and County of Honolulu |
Concrete Girder |
1961 |
Contributes to Pali Highway Historic Bridge District.
Significant engineering of tunnels and bridges.
Connected Windward side and downtown Honolulu.
Associated with Windward side community development. |
003000610300591 |
Pali Partial Bridge No. 1 (Inbound) |
City and County of Honolulu |
Concrete Tee Beam |
1956 |
Contributes to Pali Highway Historic Bridge District.
Significant engineering of tunnels and bridges.
Connected Windward side and downtown Honolulu.
Associated with Windward side community development. |
003000610300592 |
Pali Partial Bridge No. 2 (Inbound) |
City and County of Honolulu |
Concrete Tee Beam |
1956 |
Contributes to Pali Highway Historic Bridge District.
Significant engineering of tunnels and bridges.
Connected Windward side and downtown Honolulu.
Associated with Windward side community development. |
003000610300613 |
Pali Partial Bridge No. 4A (Outbound) |
City and County of Honolulu |
Concrete Tee Beam |
1961 |
Contributes to Pali Highway Historic Bridge District.
Significant engineering of tunnels and bridges.
Connected Windward side and downtown Honolulu.
Associated with Windward side community development. |
003000610300619 |
Pali Partial Bridge No. 4C (Outbound) |
City and County of Honolulu |
Concrete Girder |
1961 |
Contributes to Pali Highway Historic Bridge District.
Significant engineering of tunnels and bridges.
Connected Windward side and downtown Honolulu.
Associated with Windward side community development. |
003000610300569 |
Pali Tunnel No. 1 (Inbound) |
City and County of Honolulu |
Concrete Arch Culvert |
1957 |
Contributes to Pali Highway Historic Bridge District.
Significant engineering of tunnels and bridges.
Connected Windward side and downtown Honolulu.
Associated with Windward side community development. |
003000610300568 |
Pali Tunnel No. 1A (Outbound) |
City and County of Honolulu |
Concrete Arch Culvert |
1959 |
Contributes to Pali Highway Historic Bridge District.
Significant engineering of tunnels and bridges.
Connected Windward side and downtown Honolulu.
Associated with Windward side community development. |
003000610300596 |
Pali Tunnel No. 2 (Inbound) |
City and County of Honolulu |
Concrete Arch Culvert |
1957 |
Contributes to Pali Highway Historic Bridge District.
Significant engineering of tunnels and bridges.
Connected Windward side and downtown Honolulu.
Associated with Windward side community development. |
003000610300595 |
Pali Tunnel No. 2A (Outbound) |
City and County of Honolulu |
Concrete Arch Culvert |
1961 |
Contributes to Pali Highway Historic Bridge District.
Significant engineering of tunnels and bridges.
Connected Windward side and downtown Honolulu.
Associated with Windward side community development. |
003000610400090 |
Partial Bridge No. 8 |
City and County of Honolulu |
Concrete Tee Beam |
1962 |
Contributes to Pali Highway Historic Bridge District.
Significant engineering of tunnels and bridges.
Connected Windward side and downtown Honolulu.
Associated with Windward side community development. |
003000610400064 |
Pauoa Road Overpass |
City and County of Honolulu |
Concrete Girder |
1961 |
Contributes to Pali Highway Historic Bridge District.
Significant engineering of tunnels and bridges.
Connected Windward side and downtown Honolulu.
Associated with Windward side community developmen.t |
003000640400150 |
Sand Island Bascule Bridge |
City and County of Honolulu |
Steel Stringer |
1962 |
Longest steel bridge with the longest steel span built post‐war (1945) on the island of Oahu in the historic study period prior to 1969.
Uncommon use of steel material in Hawaii's extreme marine environment.
Good example of a 1960's steel stringer and reinforced concrete bridge. |
003000990401815 |
Waiawa Separation (Highway Underpass) |
City and County of Honolulu |
Concrete Tee Beam |
1953 |
Early Oahu example of a bridge over a road rather than over a stream.
Solid Parapet design is unusual for Territorial Highway Bridges of the 1950's. |
003000990401804 |
Waiawa Stream (Eastbound) |
City and County of Honolulu |
Concrete Tee Beam |
1952 |
Associated with the transportation historic of the area. |
003000990401987 |
Waimalu Stream (Westbound) |
City and County of Honolulu |
Concrete Girder |
1945 |
Associated with post‐war developments of the community. |
003074001400083 |
Wawamalu Stream |
City and County of Honolulu |
Concrete Girder |
1947 |
Intact example of 1940’s concrete tee beam bridge.
Representative of the work of a master: William R. Bartels.
Original Wawamalu Bridge with concrete parapets and cross voids built in 1931 runs alongside this 1947 Wawamalu Bridge. |
003000630400576 |
Wilson Tunnel (Inbound) |
City and County of Honolulu |
Concrete Arch Culvert |
1958 |
Associated with transportation and communication between the Windward and Leeward sides of the island.
A major engineering feat.
Associated with Johnny Wilson, a former mayor.
The tunnel relieved traffic on the old Pali Road. |
003000630400575 |
Wilson Tunnel (Outbound) |
City and County of Honolulu |
Concrete Arch Culvert |
1959 |
Associated with transportation and communication between the Windward and Leeward sides of the island.
A major engineering feat.
Associated with Johnny Wilson, a former mayor.
The tunnel relieved traffic on the old Pali Road. |
IDAHO |
NONE |
ILLINOIS |
016-2605 |
Central Avenue over the North Branch of the Chicago River |
Chicago |
Prestressed concrete continuous multi-beam |
1993 |
Design |
016-2716 |
Tower Road over the Skokie River |
Winnetka |
Prestressed concrete continuous multi-beam |
2002 |
Railing |
016-6171 |
Oakwood Boulevard over Lake Shore Drive |
Chicago |
Steel multi-beam |
1950 |
Design |
016-6548 |
Forest Glen Avenue over the North Branch of the Chicago River |
Chicago |
Precast concrete/not prestressed rigid frame |
2004 |
Design |
045-6304 |
National Street over the Fox River |
Elgin |
Concrete continuous tee beam |
1949 |
Design |
045-6853 |
Third Avenue over the Union Pacific Railroad |
St. Charles |
Concrete continuous slab |
1987 |
Railing |
045-6854 |
Second Avenue over the Union Pacific Railroad |
St. Charles |
Concrete continuous slab |
1986 |
Railing |
049-6868 |
Onwentsia Road over the Skokie River |
Lake Forest |
Concrete continuous slab |
1993 |
Railing |
099-0340 |
IL-171 over Fraction Run Creek |
Lockport |
Prestressed concrete multi-beam |
1994 |
Design |
089-6001 |
Hancock Avenue over the Pecatonica River |
Freeport |
Steel continuous multi-beam |
1954 |
Railing |
019-6003 |
Chicago Street over the South Branch of the Kishwaukee River |
DeKalb |
Concrete continuous slab |
1962 |
Railing |
072-0189 |
University Avenue over I-74 |
Peoria |
Prestressed concrete continuous multi-beam |
2004 |
Design |
072-0192 |
Broadway Street over I-74 |
Peoria |
Prestressed concrete multi-beam |
2004 |
Design |
010-3010 |
CH-20 (FAS 533) over a stream |
Champaign |
Concrete slab |
1945 |
Railing |
023-8025 |
FAP-332/IL 1 over a pedestrian underpass |
Chrisman |
Concrete culvert |
1954 |
Design |
014-3055 |
TR-109/Old State Road over Shoal Creek |
Breese |
Steel multi-beam |
1957 |
Stone piers |
INDIANA |
NONE |
IOWA |
011290 |
Thurman Corporate Line Rd. Bridge |
Fremont County |
Steel Other |
1950 |
Rare type in Iowa; "Bailey Bridge"
|
013870 |
IA 5 Bridge |
Appanoose County |
Steel Continuous Frame (Rigid) |
1950 |
Early example of the type
|
018490 |
CR F44 Bridge |
Cedar County |
Steel Continuous Girder & Floorbeam |
1948 |
Exceptional span or overall length
|
020860 |
US 30 Mississippi River Bridge |
Clinton County |
Steel Suspension |
1956 |
Exceptional span or overall length
|
023780 |
US Hwy 20 Bridge |
Dubuque County |
Prestressed Conc Box Beam or Girder-multi |
1958 |
Direct cause of significant development or major changes in land use
|
029080 |
100th Street Bridge |
Humboldt County |
Conc Continuous Box Beam or Girder-multi |
1957 |
Exceptional span length
|
031570 |
US Hwy 6 Bridge |
Johnson County |
Steel Continuous Stringer/Beam/Girder |
1958 |
Direct cause of significant development or major changes in land use
|
033470 |
East Bound US 30 Bridge |
Linn County |
Steel Continuous Welded I-Girder w/ Floorbeams (2Girders) |
1953 |
Exceptional overall length
|
035200 |
Red Rock Lake Bridge |
Marion County |
Steel Continuous Welded I-Girder w/ Floorbeams (2Girders) |
1965 |
Exceptional overall length and major federal undertaking of construction
|
036810 |
Decatur Bridge |
Monona County |
Steel Continuous Truss-thru |
1951 |
Exceptional span length
|
043270 |
US Hwy 6 Bridge |
Pottawattamie County |
Steel Continuous Stringer/Beam/Girder |
1961 |
Early example of the type
|
050640 |
US 63 Hwy Bridge (IA 149) |
Wapello County |
Prestressed Conc Stringer/Beam/Girdger |
1964 |
Exceptional span or overall length
|
052540 |
US Hwy 52 Bridge |
Winneshiek County |
Conc Arch Deck (w/no fill over top) |
1963 |
Exceptional example of type and unique design
|
053070 |
Northbound IA 376 Bridge |
Woodbury County |
Steel Stringer/Beam/Girder |
1956 |
Exceptional overall length
|
150370 |
80th Street Bridge |
Fayette County |
Conc Girder & Floorbeam |
1953 |
Exceptional span length
|
182470 |
Jade Avenue Bridge |
Howard Avenue |
Conc Stringer, Multi-beam or Girder |
1950 |
Simple span bridge in excess of 50' in length
|
240110 |
94th Place Bridge |
Marion County |
Conc Stringer, Multi-beam or Girder |
1958 |
Simple span bridge in excess of 50' in length
|
240385 |
Red Rock Dam Bridge |
Marion County |
Prestressed Conc Stringer/Beam/Girdger |
1967 |
Exceptional span or overall length and associated with construction of Red Rock Dam and Reservoir
|
257450 |
Trolley Road Bridge |
Muscatine County |
Conc Stringer, Multi-beam or Girder |
1956 |
Simple span bridge in excess of 50' in length
|
257830 |
York Avenue Bridge |
Muscatine County |
Conc Stringer, Multi-beam or Girder |
1958 |
Simple span bridge in excess of 50' in length
|
258160 |
North Isett Road Bridge |
Muscatine County |
Conc Stringer, Multi-beam or Girder |
1956 |
Simple span bridge in excess of 50' in length
|
305530 |
1100th Street Bridge |
Shelby County |
Prestressed Conc Channel beam |
1954 |
Channel beam in excess of 50' in length
|
325310 |
167th Street Bridge |
Union County |
Conc Stringer, Multi-beam or Girder |
1952 |
Simple span bridge in excess of 50' in length
|
335570 |
297th Street Bridge |
Washington County |
Conc Stringer, Multi-beam or Girder |
1955 |
Simple span bridge in excess of 50' in length
|
336201 |
Underwood Avenue Bridge |
Washington County |
Conc Stringer, Multi-beam or Girder |
1953 |
Simple span bridge in excess of 50' in length
|
KANSAS |
NONE |
KENTUCKY |
007C00099N |
Pinnacle View Road over US-25 E |
Bell County |
Concrete tee beam |
1958 |
This structure is located in Cumberland Gap National Park and is a curved, non-standard bridge that was designed in response to the surrounding environment. |
014C00005N |
Lon Dowell Road over CSX Railroad |
Breckinridge County |
Steel stringer/multibeam or girder |
1956 |
This is a uniquely designed railroad overpass that is supported by steel piers. The timber deck is typical of this bridge type. |
038B00038N |
US-45 over IC (SOU) Railroad |
Fulton County |
Concrete continuous tee beam |
1954 |
This bridge is an early example of the use of the continuous concrete beam, which is rarely seen in combination with a decorative railing in KY. It also spans a major railroad line on an important US highway. |
039B00019N |
KY-1130 over Cruz Branch Creek |
Gallatin County |
Concrete culvert |
1951 |
Unique railing, not standard |
039B00020N |
KY-11 over Craigs Creek |
Gallatin County |
Concrete culvert |
1951 |
Unique railing, not standard |
043B00044N |
KY-54 over Short Creek |
Grayson County |
Concrete tee beam |
1947 |
This is a group of three bridges constructed as part of a larger highway project. They reflect the post-war construction boom and are early examples of this trend. Very few bridges were built during WWII due to labor and material shortages. |
043B00046N |
KY-54 over Spring Fork |
Grayson County |
Concrete tee beam |
1947 |
This is a group of three bridges constructed as part of a larger highway project. They reflect the post-war construction boom and are early examples of this trend. Very few bridges were built during WWII due to labor and material shortages. |
043B00047N |
KY-54 over Big Slough |
Grayson County |
Concrete tee beam |
1947 |
This is a group of three bridges constructed as part of a larger highway project. They reflect the post-war construction boom and are early examples of this trend. Very few bridges were built during WWII due to labor and material shortages. |
044B00010N |
US-68 over Green River |
Green County |
Concrete continuous tee beam |
1951 |
This bridge is an early example of the use of the continuous concrete beam, which is rarely seen in combination with a decorative railing in KY. It also has deep girders. It also spans a major river on an important US highway. |
054B00042N |
US-41 over drainage ditch |
Hopkins County |
Concrete culvert |
1955 |
This bridge displays a railing that may be unique to KY. At 7 spans, it is also the longest box culvert structure in the state and is unusual in that other bridge types are normally more economical for spans of this length. The long, low design reflects a response to the geology and hydrography of the overflow ditch. |
072B00020N |
KY-453 over Barkley Canal |
Lyon County |
Steel stringer/multibeam or girder |
1946 |
This bridge was built as part of the development of Lake Barkley. It is an early example of the use of a haunched continuous welded steel plate girder, economical for long spans. Bridges of this type later exhibited structural problems due to welds and many have required replacement or major repairs. |
096B00018N |
US-27 over CSX RR-CR 5011-Kennedy B |
Pendleton County |
Steel continuous stringer/multibeam or girder |
1946 |
This bridge spans a major rail line on an important US highway. It is an early example of the use of the continuous steel beam in KY, though not the earliest. It also has decorative piers, something seen in many bridges built when passenger rail was common. It was also designed in 1945, the cut off year for the Program Comment. |
097B00046N |
KY-3195 over Leatherwood Creek |
Perry County |
Concrete tee beam |
1946 |
This is the only single lane bridge in KY with this railing type. It is a non-standard design, as most concrete highway bridges were designed to accommodate two lanes wide enough for modern vehicles. It was also designed in 1945, the cut off year for the Program Comment. |
097B00082N |
Memorial Drive over Memorial Drive-KY-15Bus |
Perry |
Steel stringer/multibeam or girder |
1950 |
The Hazard Relief Route was built to relieve congestion caused by 9000 cars a day that travelled on Main St. and was typical of post-war highway projects. The Memorial Dr. underpass over the bypass was built at a pre-existing curve surrounded by dense housing necessitating a superelevated, skewed design. The use of I-beams in such a configuration is unique and the design clearly responds to locational constraints. It also has a decorative, standard handrail that follows the curvature of the deck. The bridge was featured in a 1952 highway department pamphlet. |
107B00005N |
KY-73 over W Fk Drakes Creek |
Simpson County |
Concrete tee beam |
1954 |
Part of park |
111X00002N |
IC-8036 N over service road |
Trigg County |
Concrete slab |
1968 |
This is the Lake Barkley State Park Lodge entrance bridge. Edward Durell Stone, an internationally known mid-century architect, designed the Lake Barkley Lodge and this structure. Aesthetic details include patterned concrete piers and a non-standard metal railing. Stone also helped design the Verrazano Narrows bridge in NY, along with many famous buildings. This appears to be the only other example nationwide of his design applied to a bridge. |
LOUISIANA |
NONE |
MAINE |
0452 |
Cromwell Brook #3 |
Bar Harbor |
Prestressed/Stringer/Girder |
1945 |
Early example of prestressed technology. |
5229 |
East Main Street |
Yarmouth |
T-Beam |
1948 |
Aesthetic detailing. |
2024 |
Aroostook |
Fort Fairfield |
Stringer/Girder |
1956 |
Exceptional length/aesthetics. |
5708 |
Outlet |
Manchester |
Slab |
1958 |
Exceptional lenth. |
5975 |
Mill Brook |
Bethel |
Box Beam |
1962 |
Early example of concrete box beam type. |
2791 |
Spears Stream |
Peru |
Stringer/Girder |
1962 |
First use of welded girder construction in state. |
5750 |
Veterans Memorial |
Belfast |
Girder/Girder Floorbeam/Continuous. |
1963 |
Exceptional length |
2253 |
Rim Memorial |
East Machias |
Stringer/Girder/Continous |
1972 |
Exceptional length and relationship to Rim site. |
2262 |
Donald E. Davey |
Wiscasset |
Segmental Box Girder |
1983 |
First use of segmental box girder technology in New England. |
6388 |
Sagadahoc |
Bath |
Segmental Box Girder |
2000 |
Exceptional length. |
2600 |
Neal |
Pittston |
Culvert/Composite |
2008 |
First use of bridge-in-a-backpack technology in Maine. |
2438 |
Knickerbocker |
Boothbay |
HCB |
2011 |
First use of Hillman Composite Beams (HCB) in Maine and third bridge ever constructed with this technology. |
3945 |
Veterans Memorial |
South Portland |
Segmental Box Girder |
2012 |
Aesthetic detailing. |
MARYLAND |
1304600 |
MD-32 |
Howard County |
Aluminum bridge |
1962 |
1 of 6-7 in the country constructed of aluminum in 1962 - it was bypassed in 2002 |
0306800 |
MD-128 over Piney Run |
Baltimore County |
Metal girder |
1945 |
Has a metal railing; In the Worthington Valley Historic District |
0307100 |
Glyndon Bridge (MD-128 over WMRR) |
Baltimore County |
concrete slab w/stone veneer |
|
In the Glyndon Historic District |
309900 |
MD-151 over Patapsco & Back River Railroad and MD-151B |
|
|
|
Constructed by Bethlehem Steel at a new entrance in 1954 when the plant was the largest in the country - up for alterations that may be adverse in 2013/2014 |
2300800 |
US-113 over Purnell Branch on the northeast side of Snow Hill |
|
Concrete slab |
1952 |
Metal railing |
MASSACHUSETTS |
NO REPORT |
MICHIGAN |
NO REPORT |
MINNESOTA |
9108 |
US 52 NB Over Union Pacific RR |
City of Inver Grove Heights |
Prestressed Concrete Beam Span |
1958 |
Example of the earliest period of use and evolution for prestressed concrete girders in the state. |
9109 |
US 52 NB Over Union Pacific RR |
City of Inver Grove Heights |
Prestressed Concrete Beam Span |
1958 |
Example of the earliest period of use and evolution for prestressed concrete girders in the state. |
27100 |
11 Street S Over TH 65 |
City of Minneapolis |
Steel Continuous Beam Span |
1967 |
Earliest example of a horizontally curved steel girder in the state. |
27547 |
Chicago Ave S Over Minnehaha Creek |
City of Minneapolis |
Postensioned Slab Span |
1970 |
Example of the earliest period of use for prestressed, post-tensioned, concrete slab design and construction in Minnesota. |
27956 |
Canadian Pacific Rail Over I-94 |
City of Minneapolis |
Steel Thru Girder |
1966 |
Significant for its complexity in design with an extreme degree of skew. |
9360 |
CSAH 122 (Washington Ave) Over Mississippi River |
City of Minneapolis |
Continuous Steel Deck Girder |
1965 (2012) |
Significant for its innovative engineering techniques including use of A441 high-strength, low-alloy steel and welded connections. |
9612 |
Stevens Ave S Over Minnehaha Creek |
City of Minneapolis |
Concrete Deck Girder |
1962 |
High artistic value. |
9395 |
TH 61 Over Beaver River |
City of Beaver Bay |
Steel Continuous Beam Span |
1958 |
First major highway bridge in the state to be constructed of girders that were welded instead of riveted or rolled. |
89188 |
MSAS 104 (7TH ST) Over Zumbro River |
City of Rochester |
Continuous Concrete Deck Girder |
1956 |
High artistic value. |
9407 |
CSAH 16 at US 63 |
Olmsted County |
Prestressed Concrete Beam Span |
1958 |
Example of the earliest period of use and evolution for prestressed concrete girders in the state. |
62814 |
CP Rail at I-94 & EB On-Ramp |
City of Saint Paul |
Steel Beam Span |
1965 |
Significant for its complexity in design to provide a crossing at a challenging site. |
62846 |
Canadian Pacific Rail Over I-94 |
City of Saint Paul |
Steel Beam Span |
1967 |
Significant for its complexity in design to provide a crossing at a challenging site. |
9232 |
TH 73 Over BNSF RR |
St. Louis County |
Prestressed Concrete Beam Span |
1958 (2008) |
Example of the earliest period of use and evolution for prestressed concrete girders in the state. |
9065 |
US 61 SB Over Trout Creek |
Winona County |
Prestressed Concrete Slab Span |
1959 |
Example of the earliest period of use and evolution for prestressed concrete girders in the state. |
35005 |
TH 175 Over Red River of the North |
Kittson County |
Steel Continuous Beam Span |
1968 |
Significant under Criterion A Transportation |
5923 |
TH 61 Over Pigeon River |
Cook County |
Steel Beam Span |
1962 |
Significant under Criterion A Transportation |
9300 |
TH 5 West 7th Street Over Mississippi River |
Ramsey County |
Steel Continuous Beam Span |
1958 |
Significant under Criterion A Social History, Conservation, and Community Planning and Development |
7771 |
CSAH 110 Over Unnamed Channel |
St. Louis County (near City of Hoyt Lakes) |
Concrete Deck Girder |
1956 |
Significant under Criterion A Industry; contributing to eligible historic district |
9339 |
TH 61 SB Over Knife River |
St. Louis County |
Steel Continuous Beam Span |
1960 |
Contributing to TH 61: Duluth to Two Harbors Historic District |
9341 |
TH 61 NB Over Knife River |
St. Louis County |
Steel Continuous Beam Span |
1960 |
Contributing to TH 61: Duluth to Two Harbors Historic District |
38001 |
DM&IR RY at MN 61 |
St. Louis County |
Steel Beam Span |
1962 |
Contributing to TH 61: Duluth to Two Harbors Historic District |
6679 |
MN Hwy 76 Over South Fork of the Root River |
Houston County |
Steel Continuous Beam Span |
1949 |
Listed in NR in 2011; Significant under Criterion C for bridge engineering and construction |
MISSISSIPPI |
NONE |
MISSOURI |
L0232 |
I-35 S |
Jackson County |
Steel Girder |
1946 |
Freeway viaduct deserves consideration, pre-dates interstate system and possible local significance |
L0638 |
Grand Blvd S. |
St. Louis City |
Concrete T-beam |
1954 |
Surviving highway 40 structure deserves consideration |
P0352 |
MO-142 |
Ozark County |
Concrete Slab |
1953 |
Unusual stone piers and abutments |
Y0613 |
Route J |
Perry County |
Concrete Slab |
1950 |
Non-standard arched appearance for slabs |
430019 |
Co Rd 537 |
Wayne County |
Concrete Girder |
1950 |
Reused laced girders from older truss bridge |
MONTANA |
NONE |
NEBRASKA |
S081_21489 |
Discovery Bridge, US-81 |
Cedar County |
Road-continuous steel girder |
2008 |
Aesthetic rail treatment |
U1825Q5505 |
10th St. Viaduct, Omaha |
Douglas County |
Road-continuous steel girder |
2001 |
Aesthetic rail treatment |
S008_14104 |
Salem-West |
Richardson County |
Pre-stressed Concrete Girder |
1994 |
First NU girder |
S050_04571 |
Cook Spur South |
Otoe County |
Pre-stressed Concrete Tee Beam |
1997 |
First IT girder |
S480_00231 |
Dodge over I480 |
Douglas County |
Steel girder |
1998 |
Hybrid design |
S006_35693L & R |
US-6 at N31 Interchange |
Douglas County |
Pre-stressed Concrete Girder |
2002 |
Post-tension splice girder |
SL28B00216 |
Skyline Drive Bridge |
Douglas County |
Steel Girder Pre-cast |
2002 |
NU Deck (1st in NE) |
S080_40436 |
Arbor Road |
Lancaster County |
Pre-stressed Concrete Girder |
2004 |
Curved Concrete Box Girder |
S080_31817 |
Phillips Interchange |
Hamilton County |
Steel Continuous Box Beam |
2003 |
|
S034_24779 |
Aurora Viaduct |
Hamilton County |
Pre-stressed Concrete Girder |
1996 |
Transverse girders |
S002_50816 |
Missouri River |
Otoe County (Nebraska City) |
Pre-stressed Continuous Concrete Girder |
1999 |
Only segmental box girder in NE |
S092_38092 |
US-30 at N92 Interchange |
Merrick County |
Pre-stressed Concrete Girder |
2002 |
Threaded rebar pier caps |
NEVADA |
NONE |
NEW HAMPSHIRE |
160/109 |
Washburn Road over Patten Brook |
Alexandria |
IB-W |
1950 |
In 2009, the NHDHR Determination of Eligibility Committee required that more information be submitted to determine eligibility, it was noted that it had features that warranted additional information. |
160/188 |
NH Route 9 over Soucook River |
Concord |
CTB* |
1936 |
*Likely not included in the Program Comment because its function is more of a rigid frame than CTB. This and its sister CRF bridges (Loudon (054/065) and Franconia (134/085)) would not be included. Should its function remain a CTB, it would still remain exempt for its length, its arch design and decorative rail. |
174/034 |
US Route 4 over Bellamy River |
Dover |
PIB |
1998 |
Exempt due to its decorative features, 13 spans, and 350' length |
058/130 |
Potter Road over Snow Brook |
Eaton |
IB-S |
1965 |
Earliest example of this type in state |
110/190 |
NH Route 153 over Ossipee River |
Effingham-Freedom |
IB-C |
1956 |
Entered in American Institute of Steel Construction contest |
112/055 |
Mill Street over Lamprey River |
Epping |
PBB |
2004 |
On bridge, won 2 awards from Precast/Prestressed Concrete Institute in 2005 |
074/030 |
Seven Islands Bridge over Androscoggin River |
Errol |
IB-W |
1951 |
A railroad bridge that has been repurposed as a pedestrian bridge. It is the longest example of its type, at 169'. |
087/057 |
Sandown Road over Exeter River |
Fremont |
PTB |
1950 |
Exempt because of its early construction date and the little known significance of pre-stressed t-beams. Possible construction date closer to 1970, however more information wouild be needed to determine its construction history. |
117/101 |
Henderson Road over Gunstock River |
Gilford |
PTB |
1960 |
Exempt because of its early construction date and the little known significance of pre-stressed t-beams |
026/056 |
NH Route 10 over Connecticut River |
Hanover |
I-beam with concrete deck |
1998 |
Exempt for its distinct decorative design |
061/060 |
South Road over Minnewawa Brook |
Harrisville |
PTB |
1950 |
Exempt because of its early construction date and the little known significance of pre-stressed t-beams. More information is needed to determine its construction history and exact construction date. An IB-C was added in 2013 spanning the PTB. |
140/099 |
Bunker Hill Road over Needle Shop Brook |
Hill |
PVS |
1960 |
Exempt because of its early construction date and the little known significance of pre-stressed voided slabs |
089/114 |
Route 127 over Hopkinton-Everett Flood Control Spillway |
Hopkinton |
IB-C, welded steel girder |
1961 |
Designed by Langley & Prowse, submitted for an American Institute of Steel Construction prize for most beautiful (along with Route 77 bridge over the Canal in Weare (159/178)) |
153/066 |
Valley Cross Road over Wildcat Brook |
Jackson |
IB-W, with ornamental pin-connected Parker pony truss |
1905, 1983 |
Although its function is that of an I-beam with wooden deck, the ornamental Parker pony truss feature would make this bridge exempt. |
140/120 |
Ash Street over I-93 |
Londonderry |
Steel Rigid Frame |
1962 |
First known example of an all welded steel rigid frame technology used along the interstate highway system or on a primary road system in the US. Designed by Robert Prowse. AISC Award winning. |
147/125 |
Mackenzie Road over Academy Brook |
Loudon |
PVS |
1910, 1950 |
NHDOT staff believes the pre-stressed concrete was installed after 1967. More study would be needed to determine its history of construction, reconstruction, and maintenance. |
089/038 |
Thornton Road over Pennichuck Brook |
Merrimack |
Inverset I-beam with concrete deck |
2001 |
Only known example in NH |
029/206 |
Bridge Street over Connecticut River |
North Stratford |
Continuous deck plate girder |
1947 |
Exempt for its girder design and 420' length. Langley received award on design in 1943. |
137/297 |
NH Route 16 & 25 over Bearcamp River |
Ossipee |
5 span continuous I-beam stringer, w/reinforced concrete slab deck |
1955 |
Determined eligible for the National Register of Historic Places, under C for its engineering significance behind stresses on pile bents, and rare construction type in NH |
137/299 |
NH Route 16 & 25 over Bearcamp River |
Ossipee |
4 span continuous I-beam stringer, w/reinforced concrete slab deck |
1955 |
Determined eligible for the National Register of Historic Places, under C for its engineering significance behind stresses on pile bents, and rare construction type in NH |
075/063 |
Old Sharon Road over Contoocook River |
Peterborough |
IB-BP |
1940, 1972 |
The 1940's date needs to be field checked. Exempt for its 120' bridge length (the next longest bridge of this type is 57'). |
161/062 |
US Route 1 over Sagamore Creek |
Portsmouth |
PSB |
2000 |
Only prestressed spread box in NH |
091/085 |
Rollins Road over B&M RR and Main St |
Rollinsford |
NEBT |
2000 |
Uses carbon fiber-reinforced polymer grid for deck reinforcement, rather than reinforcing steel |
159/178 |
NH Route 77 over Canal 2 Choate Brook |
Weare |
IB-C, welded steel girder |
1960 |
Designed by Langley & Prowse, submitted for an American Institute of Steel Construction prize for most beautiful (along with Route 1277 bridge over the Spillway in Hopkinton (089/114)). This bridge retains its original rail and concrete parapet design. |
NEW JERSEY |
NO REPORT |
NEW MEXICO |
NONE |
NEW YORK |
1004250 |
Rte 7 crossing I-87 (Exit 6) |
Albany |
Plate girder, Multi-girder and Rolled beam, Multi-girder |
2010 |
Single-Point Urban Interchange (SPUI) |
1093029 |
Dunn Bridge crossing the Hudson River |
Albany |
Plate girder, Multi-girder |
1969 |
Long suspended span w/large counterweights and pin & hanger connections |
1038790 |
Rte 159 crossing Keller Ave |
Schenectady |
Box-girder, multiple |
2007 |
Precast post-tensioned spliced concrete through girder w/pre-stressed post-tensioned deck |
1038520 |
Rte 149 crossing Mettawee River |
Washington |
Box-beam or Box-girder, multiple |
2006 |
Architectural form lining and stained rail, period lighting |
1005680 |
Rte 9 (Glens Falls) crossing the Hudson River |
Saratoga |
Plate girder, Multi-girder |
2004 |
Rail and lighting, etc. |
2200390 |
Bridge Ave (112th St) crossing the Mohawk River |
Albany |
Plate girder, Multi-girder |
2010 |
Aesthetic treatments - bridge rail and lighting |
1200530 |
E. Pine St crossing the Adirondack Railroad |
Essex |
Rolled beam, Multi-girder |
2000 |
Timber cover and non-structural wooden piers |
1002450 |
Rte 5 crossing Crum Creek |
Herkimer |
RC Tee Channel |
1949 |
Concrete rail |
1052040 |
Rte 365 crossing Cincinnati Creek |
Oneida |
Concrete culvert |
1955 |
Concrete arch |
2263640 |
DEC Road crossing Cedar River Flow |
Hamilton |
PS Box Beam |
1960 |
Falls adjacent to old log cribbing |
1002430 |
Rte 5 crossing the Hydraulic Canal |
Herkimer |
Steel Girder |
1949 |
Hydraulic canal |
1021190 |
Rte 30 crossing the Sacandaga River |
Hamilton |
Steel Girder |
2010 |
New bridge project - (Section 106 mitigation) - Signature bridge with colored formliner and ornamental lighting |
2268910 |
Crescent Ave crossing Chuctanunda Creek |
Montgomery |
Steel Girder |
1950 |
Brick pier, laid-up stone abutment |
3309770 |
Wagners Hollow Rd crossing Caroga Creek |
Montgomery |
Steel Girder |
1950 |
Concrete rail, laid-up stone abutment |
5512919 |
Rte 901X crossing CSX Trans/Amtrak |
Oneida |
Steel Girder |
1952 |
Piers |
3312880 |
Minoa-Manlius Road crossing Limestone Creek |
Onondaga |
PS Concrete Box Beam |
1957 |
Span length 178 feet |
1010420 |
Rte 13 crossing the Tioughnioga River |
Cortland |
PS Box Beam |
2008 |
Distinctive engineering or architectural feature |
1021950 |
Rte 31 crossing Mud Creek |
Onondaga |
PS Box Beam |
2004 |
Distinctive engineering or architectural feature |
1039210 |
Rte 173 crossing Limestone Creek |
Onondaga |
PS Box Beam |
2004 |
Distinctive engineering or architectural feature |
3313100 |
CR 22 crossing Skaneateles Creek |
Onondaga |
PS Box Beam |
2003 |
Distinctive engineering or architectural feature |
3314100 |
CR113/ Lounsberry Rd crossing Six Mile Creek |
Tompkins |
PS Box Beam |
2003 |
Distinctive engineering or architectural feature |
1034640 |
Rte 92 crossing the Ledyard Canal |
Onondaga |
RC Slab |
1953 |
Crosses very old canal; may qualify as historic |
1031570 |
Butternut Street crossing I-81 |
Onondaga |
Steel Girder |
2010 |
Distinctive engineering or architectural feature |
1031580 |
Spencer Street crossing I-81 |
Onondaga |
Steel Girder |
2009 |
Distinctive engineering or architectural feature |
1031590 |
Court Street crossing I-81 |
Onondaga |
Steel Girder |
2009 |
Distinctive engineering or architectural feature |
1035080 |
Rte 96 crossing the Seneca River |
Seneca |
Steel Girder |
2005 |
Distinctive engineering or architectural feature |
1060650 |
Rte 437 crossing the Owasco Outlet |
Cayuga |
Steel Girder |
2004 |
Distinctive engineering or architectural feature |
2207050 |
Lake Avenue crossing the Owasco Outlet |
Cayuga |
Steel Girder |
1954 |
Distinctive engineering or architectural feature |
2207500 |
Stevens Road crossing Cold Brook |
Cortland |
Steel Girder |
1958 |
Distinctive wingwall |
2207870 |
Madison Street crossing Otter Creek |
Cortland |
Steel Girder |
1954 |
Distinctive engineering or architectural feature |
2208280 |
Dorwin Avenue crossing Onondaga Creek |
Onondaga |
Steel Girder |
1950 |
Distinctive engineering or architectural feature |
2208300 |
Rte 173 crossing Onondaga Creek |
Onondaga |
Steel Girder |
2009 |
Distinctive engineering or architectural feature |
2210450 |
South Aurora St. crossing Rte 79 |
Tompkins |
Steel Girder |
1957 |
Distinctive engineering or architectural feature |
3210050 |
Town Line Road crossing Lick Brook |
Tompkins |
Steel Girder |
1950 |
Distinctive engineering or architectural feature Interesting environmental issue |
3312650 |
Man-Pompey Center Road crossing Limestone Creek |
Onondaga |
Steel Girder |
2007 |
Distinctive engineering or architectural feature |
3313200 |
Plainville Rd crossing the Seneca River |
Onondaga |
Steel Girder |
2008 |
Distinctive engineering or architectural feature |
3313270 |
Johnson Road crossing Rice Creek |
Oswego |
Steel Girder |
1954 |
Distinctive engineering or architectural feature |
3313330 |
Jacksonville Road crossing Ox Creek |
Oswego |
Steel Girder |
2012 |
Distinctive engineering or architectural feature |
3313520 |
CR12/ Phoenix Road crossing Six Mile Creek |
Oswego |
Steel Girder |
2005 |
Distinctive engineering or architectural feature |
3313530 |
CR12/ Phoenix Road crossing Fish Creek |
Oswego |
Steel Girder |
2005 |
Distinctive engineering or architectural feature |
3313600 |
CR 37 crossing Caughdenoy Creek |
Oswego |
Steel Girder |
2008 |
Distinctive engineering or architectural feature |
3313730 |
CR 48 crossing the Salmon River |
Oswego |
Steel Girder |
2011 |
Distinctive engineering or architectural feature |
3314180 |
CR 109 crossing Fall Creek |
Tompkins |
Steel Girder |
1960 |
Distinctive engineering or architectural feature |
3314350 |
Ludlowville Road crossing Salmon Creek |
Tompkins |
Steel Girder |
1960 |
Distinctive engineering or architectural feature |
3314420 |
CR 140 crossing Glenwood Creek |
Tompkins |
Steel Girder |
1949 |
Distinctive engineering or architectural feature |
4434190 |
Utica Street crossing the Oswego Canal |
Oswego |
Steel Girder |
1953 |
Distinctive engineering or architectural feature |
4435080 |
Veterans Br Street crossing the Seneca River |
Seneca |
Steel Girder |
1959 |
Distinctive engineering or architectural feature |
3319410 |
Orleans-Monroe County Line Road crossing Sandy Creek |
Orleans |
PS Box Beam |
2007 |
Architectural details |
1074300 |
Rte 5 & 20 crossing March Creek |
Ontario |
Steel Culvert |
1958 |
Adjacent to state park |
3315230 |
Searles Rd crossing Spring Creek |
Genesee |
Steel Culvert |
1956 |
Bridge materials; details |
3315480 |
Richley Rd crossing Murder Creek |
Genesee |
Steel Culvert |
1953 |
Bridge materials; details |
3315650 |
Rose Rd crossing Bowen Creek |
Genesee |
Steel Culvert |
1959 |
Bridge materials; details |
1023670 |
Rte 36 crossing the Genesee River |
Livingston |
Steel Girder |
2011 |
Architectural details; setting |
3314530 |
Yellow Mills Rd crossing Ganargua Creek |
Wayne |
Steel Girder |
1958 |
Potential relationship to Erie Canal |
3315000 |
Sour Spring Rd crossing BR Oak Orchard Creek |
Genesee |
Steel Girder |
1952 |
Location in Iroquois National Wildlife Refuge |
3317240 |
Old Penfield Rd crossing Irondequoit Creek |
Monroe |
Steel Girder |
2005 |
Use of historic truss on new bridge |
3318080 |
Deuel Rd crossing Deuel Gully |
Ontario |
Steel Girder |
2009 |
Architectural details |
4443130 |
Manitou Rd crossing the Erie Canal |
Monroe |
Steel Girder |
1950 |
Erie Canal and trail |
4443250 |
Rte 31 crossing the Erie Canal |
Monroe |
Steel Girder |
2010 |
Erie Canal and trail |
Erie Canal and trail |
Rte 15 crossing the Erie Canal |
Monroe |
Steel Girder |
1949 |
Erie Canal and trail |
4443429 |
I-490 crossing the Erie Canal |
Monroe |
Steel Girder |
1955 |
Erie Canal and trail |
2211910 |
Main St crossing Nichols Run |
Cattaraugus |
Concrete culvert |
2008 |
Aesthetic |
1001579 |
Rte 5 crossing I-190 |
Erie |
Steel Girder |
1956 |
Associated with Skyway |
100157A |
Skyway Ramp B crossing Perry Blvd |
Erie |
Steel Girder |
1958 |
Associated with Skyway |
1039910 |
Grant St crossing Rte 198 |
Erie |
Steel Girder |
1960 |
Aesthetic |
1042510 |
Rte 240 crossing W BR Cazenovia Creek |
Erie |
Steel Girder |
2007 |
Aesthetic |
1042520 |
Rte 240 crossing W BR Cazenovia Creek |
Erie |
Steel Girder |
2008 |
Aesthetic |
2047300 |
Rte 384 crossing Ellicott Creek |
Erie |
Steel Girder |
2001 |
Aesthetic |
2260420 |
Babcock St crossing the Norfolk Southern RR |
Erie |
Steel Girder |
2010 |
Aesthetic |
3326670 |
County Rd 28 crossing Ransom Creek |
Erie |
Steel Girder |
1953 |
Aesthetic |
3328410 |
Boston Colden Rd crossing the Buffalo & Pittsburgh RR |
Erie |
Steel Girder |
1952 |
Aesthetic |
7320610 |
County Rd 12 crossing the Buffalo & Pittsburgh R.O. |
Cattaraugus |
Steel Girder |
2008 |
Aesthetic |
2257310 |
Cayuga Dr Ext crossing Bergholtz Creek |
Niagara |
Steel Culvert |
1958 |
Laid-up Stone Culvert |
3320910 |
Cowens Corners Rd crossing Conewango Creek |
Cattaraugus |
Steel Culvert |
1960 |
Unique Construction |
3362600 |
County Rd 46 crossing Tributary Caneadea Creek |
Cattaraugus |
Steel Culvert |
1950 |
Unique Construction |
2260390 |
South Shore Blvd crossing N Br Smokes Creek |
Erie |
PS Box Beam |
2006 |
Aesthetic |
3328860 |
Glen Ave crossing Ellicott Creek |
Erie |
PS Box Beam |
2006 |
Aesthetic |
1011440 |
Rte 415 crossing the Cohocton River |
Steuben |
Steel Girder |
1949 |
Unique rail or features |
1014970 |
Rte 19 crossing the Genesee River |
Allegany |
PS Box Beam |
2009 |
Unique rail or features |
2215420 |
Bull St crossing Griffin Creek |
Allegany |
Steel Girder |
1960 |
Unique rail or features |
2218120 |
Grand St crossing Crosby Creek |
Steuben |
PS Box Beam |
2012 |
Unique rail or features |
2218140 |
Canisteo St crossing Crosby Creek |
Steuben |
Steel Girder |
1952 |
Unique rail or features |
2254290 |
Marina Drive crossing the Diversion Channel |
Schuyler |
Steel Girder |
1960 |
Unique rail or features |
3330130 |
County Road 35 crossing the Tributary Genesee River |
Allegany |
PS Box Beam |
2005 |
Unique rail or features |
3336490 |
Lamberton Rd crossing the English River |
Clinton |
Steel Girder |
1950 |
Decorative parapet |
3348910 |
Reservation Road crossing the Cross River |
Westchester |
Steel Girder |
1950 |
Park entrance; aesthetic treatments |
3364970 |
Stone Hill Road crossing the Cross River |
Westchester |
Steel Girder |
1950 |
Park entrance; aesthetic treatments |
3342980 |
Dogtail Corners Rd crossing the Tenmile River |
Dutchess |
Steel Girder |
2008 |
Aesthetic treatment |
1007070 |
Rte 9W crossing Ferdon Avenue |
Rockland |
Steel Girder |
2002 |
Aesthetic treatment |
1007140 |
Rte 9W crossing Local Road |
Rockland |
Steel Girder |
2009 |
Aesthetic treatment |
1005120 |
Rte 9 crossing Requa Street |
Westchester |
Steel Girder |
2010 |
Aesthetic treatment |
1005130 |
Rte 9 crossing Hudson Avenue |
Westchester |
Steel Girder |
2010 |
Aesthetic treatment |
1005140 |
Rte 9 crossing Central Avenue |
Westchester |
Steel Girder |
2010 |
Aesthetic treatment |
1037350 |
Rte 120 crossing Railroad Street |
Westchester |
Steel Girder |
2010 |
Aesthetic treatment |
1054380 |
Rte 6 crossing Rte 9 |
Westchester |
Steel Girder |
2010 |
Aesthetic treatment |
2262290 |
Bonnie Briar Lane crossing the Sheldrake River |
Westchester |
Steel Girder |
1950 |
Aesthetic treatment |
2265340 |
Popham Road crossing the MNRR HA Line |
Westchester |
Steel Girder |
2012 |
Aesthetic treatment |
1091550 |
Rte 340 crossing Sparkill Creek |
Rockland |
Concrete Culvert |
2003 |
Aesthetic treatment |
2224420 |
Reservoir Rd crossing the Catskill Mt RR |
Ulster |
Steel Culvert |
2009 |
Aesthetic treatment |
2262420 |
Highland Drive crossing Cortlandt Lake CK |
Westchester |
Steel Culvert |
1956 |
Aesthetic treatment |
2265880 |
Watch Hill Road crossing Trib Furnace Brook |
Westchester |
Steel Culvert |
1950 |
Aesthetic treatment |
3365130 |
Schultzville Road crossing Trib Wappinger Creek |
Dutchess |
Steel Culvert |
1960 |
Aesthetic treatment |
3365140 |
Cold Spring Road crossing Wappinger Creek |
Dutchess |
Steel Culvert |
1955 |
Aesthetic treatment |
2262700 |
Mansion Street crossing Fall Kill Creek |
Dutchess |
PS Slab |
2002 |
Aesthetic treatment |
3364860 |
Mahopac Avenue crossing the Muscoot River |
Westchester |
RC Slab |
1960 |
Aesthetic treatment |
2020410 |
Rte 28A crossing Dry Brook |
Ulster |
PS Box Beam |
2009 |
Aesthetic treatment |
3222210 |
Stone Mill Road crossing Taghkanic Creek |
Columbia |
PS Box Beam |
1960 |
Aesthetic treatment |
1058949 |
908K (Sagtikos Parkway) crossing Main Line LIRR |
|
|
|
Associated with potential NR Parkway |
3300790 |
Red Bridge Road crossing Orchard Neck Creek |
Suffolk |
|
|
Unique architectural details |
NORTH CAROLINA |
NONE |
NORTH DAKOTA |
32MH177 |
25-108-11.0 |
|
|
|
|
32ME2176 |
49-101.247 |
|
|
|
Being mitigated |
32CS4472 |
81-932.468 |
|
|
|
|
32GT296 |
31-012.802 |
|
|
|
Being mitigated |
32LM210 |
23-130-18.0 |
|
|
|
|
32WD1613 |
0-MNO.T21 |
|
|
|
|
32GT293 |
19-134-08.0 |
|
|
|
|
32PB192 |
34-126-10.0 |
|
|
|
|
32SN343 |
47-143-37.0 |
|
|
|
|
32SL140 |
44-106-24.0 |
|
|
|
|
OHIO |
NO REPORT |
OKLAHOMA |
|
Bridges on the Cherokee Hills Byway (Portions of US-59, SH-10, US-62, SH-82, SH-100, and US-64) |
Talequah vicinity |
Various |
Various |
Association with the Cherokee Hills Byway |
|
Bridges on Historic Route 66 (Visit http://byways.org/explore/byways/2489 for more information) |
|
Various |
Various |
Association with Historic Route 66 |
|
Bridges on the Talimena Scenic Drive |
From Arkansas Border, SH-1 west to US-271 |
Various |
Various |
Association with the Talimena Scenic Drive |
|
Bridges on the Wichita Mountains Byway (Portions of SH-58, SH-115, SH-49, and SH-19) |
Carnegie, Meers, Medicine Park, Apache |
Various |
Various |
Association with the Wichita Mountains Byway |
OREGON |
43B007 |
Santiam-Albany Canal, 2nd St North |
Linn |
RC Slab |
1946 |
Previously found eligible |
07108A |
Oneonta Gorge Creek, Hwy 100 |
Multnomah |
RC Beam |
1948 |
Associated with the Columbia River Highway |
02625A |
Marys River, Hwy 191 |
Benton |
RC Beam |
1950 |
High Skew |
03112A |
Nehalem River, Hwy 102 at MP 35.08 |
Clatsop |
RC Beam |
1953 |
Rare Type (I-beam not Prestressed) |
19C418 |
Calapooya Creek, Hinkle Creek Rd #281 |
Douglas |
Steel Beam |
1953 |
Rare Type (Steel Through Girder) |
03111A |
Nehalem River, Hwy 102 at MP 32.06 |
Clatsop |
RC Beam |
1953 |
Rare Type (I-beam not Prestressed) |
19C215 |
Cow Creek, County Rd 39 |
Douglas |
Steel Beam |
1954 |
Rare Type (Steel Through Girder) |
00949A |
Tenmile Creek & CBRL, Hwy 9 & Frtg Rd |
Coos |
PC Beam |
1954 |
First Prestressed in State |
12251 |
Muddy Creek, Church Dr |
Linn |
RC Beam |
1954 |
Precast not Prestressed |
03291 |
Powell Butte Canal, Hwy 371 at MP 2.27 |
Crook |
RC Beam |
1954 |
Precast not Prestressed |
01215 |
Abernethy Creek. Redland Rd (East) |
Clackamas |
PC Beam |
1956 |
First County designed Prestressed (with 01214) |
01214 |
Abernethy Creek, Redland Rd (West) |
Clackamas |
PC Beam |
1956 |
First County designed Prestressed (with 01215) |
00853A |
Siletz River, Hwy 181 at MP 24.10 |
Lincoln |
Concrete Box |
1956 |
First Post-Tensioned Box Beam, Long span for era |
08051 |
Willamette River, Hwy 15 EB |
Lane |
Steel Beam |
1957 |
Major Crossing |
08003 |
Yamhill River, Hwy 39 (Dayton) |
Yamhill |
Steel Beam |
1957 |
Early welded continuous |
02236A |
Alder Creek, Hwy 5 |
Wheeler |
RC Beam |
1958 |
RC Channel |
08156 |
Willamette River, Hwy 140 |
Yamhill |
Steel Beam |
1958 |
Major Crossing |
19C200 |
Lookingglass Creek, County Rd 47 |
Douglas |
Steel Beam |
1959 |
Rare type, Castellated steel beam |
13490 |
Neskowin Creek, Hwy 9 |
Tillamook |
RC Beam |
1960 |
|
08638 |
Willamette River & River Ave, Hwy 69 WB |
Lane |
Steel Beam |
1961 |
Major Crossing |
08543 |
Bear Creek & Table Rock Rd, Hwy 1 at MP 31.30 |
Jackson |
RC Beam |
1961 |
Standard example of early interstate overcrossing |
16860 |
Fish Creek, Hwy 138 |
Douglas |
PC Beam |
1962 |
|
12911 |
Green Peter Reservoir, Quartzville Dr |
Linn |
Steel Beam |
1963 |
USACE bridge design, Impressive location |
008T3 |
Coast Fork Willamette River, Woodson Place |
Lane |
PC Beam |
1964 |
|
471006 |
Battle Creek, Commercial St SE |
Marion |
Steel Beam |
1967 |
Orthotropic Deck |
09693 |
Hwy 4, Riverside St |
Klamath |
Steel Beam |
1968 |
Modern Aesthetic |
09579 |
Hwy 6 Conn over Hwy 6 (Rew Intchg) |
Umatilla |
Steel Beam |
1968 |
Good example of new type (Steel delta frame) |
09963 |
Champoeg Creek, Park Rd |
Marion |
RC Slab |
1970 |
Modern Aesthetic |
19C231 |
Umpqua River, Hubbard Creek Rd |
Douglas |
PC Beam |
1970 |
Very long span for era |
PENNSYLVANIA |
67 3014 0030 0229 |
Spring Street/Garden Street Bridge over Schuylkill/West River Drive |
Philadelphia County |
Continuous steel box girder |
1958/1966 |
May be good early example of steel box girder plus curved beams |
PUERTO RICO |
643 |
PR 106 over Yaguez River |
Mayagüez |
Concrete continuous tee beam |
1952 |
Balboa bridge builder is Arturo Diaz Jr. Esthetic value in railings and piers. |
1309 |
PR 3 over Canovanas River |
Canovanas |
Concrete continuous tee beam |
1956 |
Beams and pillars have distinctive architectural characteristics. |
1518 |
PR 171 over El Cabro Creek |
Cidra |
Concrete slab |
1950 |
Significant for design and workmanship. |
1860 |
Local Road over Piñonas River |
Barranquitas |
Steel culvert |
1986 |
Arc concrete bridge culvert, probably the only one of that type. |
1717 |
PR 25 & parking over PR22 (Minillas Tunnel) |
San Juan |
Concrete box beam or girder-simple |
1980 |
Minillas Tunnel is the first and the only of its kind. Is associated with the route development that connect San Juan, Santurce and Catano. |
2042 |
PR 52 southbound over depression |
Cayey |
Steel continuous frame |
1974 |
The type is one of two only in Puerto Rico. |
2043 |
PR 52 northbound over depression |
Cayey |
Steel frame |
1974 |
The second of this type constructed in the island. |
RHODE ISLAND |
009201 |
Glocester Pedestrian Underpass over US 44/Putnam Pike |
Glocester |
Concrete Culvert |
1967 |
Ornamental railing |
060001 |
George H. Henderson Memorial/Red Bridge over the Seekonk River |
East Providence and Providence |
Steel Continuous Stringer/Girder |
1969 |
Exceptional length to address environmental considerations |
088001 |
Carney Bridge on RI 138 |
Jamestown |
Steel Stringer/Girder |
1969 |
Integral part of larger Newport Bridge |
099201 |
Potowomut Road over the Potowomut River |
North Kingstown |
Concrete Tee Beam |
1950 |
Use of ornamental stonework |
SOUTH CAROLINA |
|
Blossom Street Bridge/McMillian Bridge |
City of Cayce |
Girder-floorbeam |
1949-1953 |
Gateway Bridge into Columbia. Spans Historic Columbia Canal |
SOUTH DAKOTA |
NONE |
TENNESSEE |
41SR0500045 |
Happy Hollow Bridge on SR-50 |
Hickman County |
Prestressed Concrete |
1997 |
The longest jointless concrete bridge in the U.S. Designed by TDOT engineer R. Crawford. |
82I00260033 |
I-26 (highway formerly SR-137) over the Holston River |
Sullivan County |
Prestressed Concrete |
1981 |
The longest continuous bridge between joints in the U.S., over one half mile between joints. |
TEXAS |
NONE UP TO 1965 |
UTAH |
NONE |
VERMONT |
NO REPORT |
VIRGINIA |
NONE |
WASHINGTON |
359100816 |
Maple St OC Spokane River |
City of Spokane |
Steel girder/beam |
1958 |
Exceptional significance in statewide inventory 1950s-built bridges; innovative multi-span continuous floor units longest in WA |
127 |
N 102nd St Ped OC/SR 99 |
City of Seattle |
Concrete slab/T-beam |
1960 |
Exceptional significance in statewide inventory bridges built through 1960; first pedestrian bridge in state w/precast & post-tensioning elements |
147 |
W Andover Ped |
City of Seattle |
Concrete slab/T-beam |
1961 |
Exceptional significance in statewide inventory 1960s-built bridges; only bridge in state integrating pre-cast & cast-in-place elements |
12/234 |
Cowlitz River
Mayfield Lake |
WA State |
Concrete box/steel girder |
1961 |
Exceptional significance in statewide inventory 1960s-built bridges; exceptionally tall underwater piers |
530/290 |
Rockport |
WA State |
Concrete T-beam/steel girder |
1961 |
Exceptional significance in statewide inventory 1960s-built bridges; first welded steel plate girders w/high-strength bolted connections on state highway system |
94 |
Sultan |
Snohomish County |
Steel girder |
1961 |
Exceptional significance in statewide inventory 1960s-built bridges; first welded steel plate girders w/high-strength bolted connections on local agency highway system |
130 |
NE 45th St Ped |
City of Seattle |
Concrete slab |
1962 |
Exceptional significance in statewide inventory 1960s-built bridges; superb aesthetics reflected in the soffit geometric configuration |
101 |
Larson |
Snohomish County |
Steel girder |
1963 |
Exceptional significance in statewide inventory 1960s-built bridges; early combination high-strength bolted connections w/welded steel plate girders |
32 |
Nile Road |
Yakima County |
Concrete bulb-T girder |
1965 |
Exceptional significance in statewide inventory 1960s-built bridges; early use of segmental construction & only shop-fabricated, pre-cast, pre-stressed bridge in WA |
2/236P |
PED over US 2 – Monitor |
WA State |
Concrete slab/girder |
1965 |
Exceptional significance in statewide inventory 1960s-built bridges; post-tensioned girder configuration unique in WA state |
413 |
Cascade Orchard |
Chelan County |
Concrete box/girder |
1965 |
Exceptional significance in statewide inventory 1960s-built bridges; early use of segmental construction of pre-stressed elements & first use of post-tensioning to connect pre-cast and cast-in-place segments in WA |
93030001 |
Lewis River |
Cowlitz County |
Steel girder |
1966 |
Exceptional significance in statewide inventory 1960s-built bridges; early use of welded steel plate girders w/high-strength bolted connections on local agency highway system |
87 |
Chappell |
Snohomish County |
Steel girder |
1966 |
Exceptional significance in statewide inventory 1960s-built bridges; unusual span configuration w/innovative anchor span tie-downs |
20/104P |
PED UC Main St over SR 20 |
WA State |
Concrete girder |
1966 |
Exceptional significance in statewide inventory 1960s-built bridges; unique post-tensioned girder configuration |
88333 |
S Thorp Hwy |
Kittitas County |
Concrete box girder |
1967 |
Exceptional significance in statewide inventory 1960s-built bridges; early use of post-tensioning to connect pre-cast and cast-in-place segments in WA |
PT ANGL 3 |
Lauridsen Blvd |
City of Port Angeles |
Concrete slab |
1968 |
Exceptional significance in statewide inventory 1960s-built bridges; rare use of inclined legs w/unique hinges connecting to footings |
5292001 |
N Holcomb Rd |
Cowlitz County |
Steel girder |
1968 |
Exceptional significance in statewide inventory 1960s-built bridges; unique use of “Weathering Steel” on an inclined leg bridge in WA |
20/348 |
John Pierce Waterfall |
WA State |
Steel girder |
1968 |
Exceptional significance in statewide inventory 1960s-built bridges; exceptionally technical engineering in curved design and construction methods |
MUKILTEO 1 |
5th St |
City of Mukilteo |
Concrete slab |
1969 |
Exceptional significance in statewide inventory 1960s-built bridges; rare use of inclined legs w/unusual hinges connecting to footings |
16/8 |
S 25th St over SR 16 |
WA State |
Concrete T-beam |
1969 |
Exceptional significance in statewide inventory 1960s-built bridges; unusual post-tensioning to achieve a long main span |
526/16P |
Beverly Lane PED over SR 526 |
WA State |
Concrete T-beam |
1969 |
Exceptional significance in statewide inventory 1960s-built bridges; first use of post-tensioning of a pedestrian T-beam on the state highway system |
B-13 |
Riverside |
City of Riverside |
Concrete box/steel girder |
1969 |
Exceptional significance in statewide inventory 1960s-built bridges; rare post-tensioning of concrete box girders |
3014 |
Neely |
King County |
Steel girder/concrete box |
1970 |
Exceptional significance in statewide inventory bridges built through 1970; early composite incorporating a welded plate girder w/cantilevered concrete box girders |
173/10 |
Columbia River @ Brewster |
WA State |
Steel girder |
1970 |
Exceptional significance in statewide inventory bridges built through 1970; first use of “Weathering Steel” on state highway system for the then longest steel plate girder bridge in WA |
522/144 |
179th Ave SE OC over SR 522 |
WA State |
Concrete box girder |
1970 |
Exceptional significance in statewide inventory bridges built through 1970; first post-tensioned concrete box girder built on a non-interstate state highway in WA |
WEST VIRGINIA |
NONE |
WISCONSIN |
B-05-392 |
STH-54 over Duck Creek (Oneida Nation) |
Brown County |
Prestressed Concrete Deck Girder |
2012 |
Coordination with Oneida Tribe to develop aesthetic treatment that conveys their creation story |
B-05-339 |
STH-32 over the Fox River (Claude Allouez Bridge), De Pere |
Brown County |
Prestressed Concrete Deck Girder |
2007 |
Bridge incorporates several aesthetic treatments |
B-40-524 |
East Mason Street, Milwaukee |
Milwaukee County |
Prestressed Concrete Deck Girder |
1985 |
First use of cantilevered prestressed concrete girders in the state, exceptional span length |
B-45-095 |
STH-33 over the Milwaukee River, Saukville |
Ozaukee County |
Post-tensioned Prestressed Concrete Slab |
2005 |
First post-tensioned bridge in Wisconsin |
B-61-029 |
STH-35/54 over the Trempealeau River |
Trempealeau County |
Prestressed Concrete Deck Girder |
1956 |
May be one of the first prestressed concrete girder bridges in the state |
B-62-013 |
STH-54 over unnamed creek |
Vernon County |
Prestressed Concrete Deck Girder |
1956 |
May be one of the first prestressed concrete girder bridges in the state |
B-70-264, 265, 266 (southbound) |
USH-41 over the Fox River (Lake Butte de Morts Causeway) |
Winnebago County |
Prestressed Concrete Deck Girder |
2012 |
Coordination with 11 Tribes to develop aesthetic treatment that conveys cultural attributes, 11 Tribal stories |
WYOMING |
Structure EUO |
Bridge over Sunlight Creek on WYO-296 |
|
3-span continuous composite welded plate girder |
1985 |
Engineered to adapt to unique environmental context |
Structure CKR |
Bridge at the South Wheatland Interchange |
|
3-span continuous composite welded plate girder bridge with integral legs |
1975 |
Distinctive engineering or architectural designs that depart from standard plans |
Structure CGT |
Bridge at the South Wheatland Interchange |
|
3-span continuous composite welded plate girder bridge with integral legs |
1975 |
Distinctive engineering or architectural designs that depart from standard plans |
Structure BMV |
Bridge over the Snake River on WYO-22 |
|
7-span pin-connected welded plate girder bridge |
|
Distinctive engineering qualities |
Structure CEA |
Bridge over Fish Creek on WYO-22 |
|
Timber bridge consisting of 8 simple span |
1949 |
Merits consideration as exceptional |