To download data sign in with GitHub
rows 10 / 1306
Status | bridge | name | Overview | Inventory number | county | state | Design | Location | Dimensions | History | usgs_topographic_map | inventory_number | inspection_as_of_05_2010_ | also_called | approximate_latitude_longitude | average_daily_traffic_as_of_2008_ | approximate_utm_coordinates | recognition | inspection_as_of_07_2011_ | average_daily_traffic_as_of_2010_ | inspection_as_of_04_2011_ | average_daily_traffic_as_of_2009_ | inspection_as_of_04_2010_ | inspection_as_of_04_2006_ | average_daily_traffic_as_of_2004_ | inspection_as_of_03_2011_ | average_daily_traffic_as_of_1998_ | inspection_as_of_02_2010_ | inspection_as_of_06_2010_ | skew_angle | future_prospects | inspection_as_of_03_2010_ | inspection_as_of_01_2011_ | inspection_as_of_05_2011_ | inspection_as_of_08_2011_ | inspection_as_of_10_1990_ | average_daily_traffic_as_of_1988_ | inspection_as_of_09_2011_ | inspection_as_of_10_2011_ | inspection_as_of_11_2010_ | inventory_numbers | inspection_as_of_09_1999_ | builder | average_daily_traffic_as_of_1997_ | average_daily_traffic_as_of_2011_ | inspection_as_of_12_2011_ | inspection_as_of_05_2007_ | average_daily_traffic_as_of_2007_ | inspection_as_of_03_1999_ | average_daily_traffic_as_of_1999_ | average_daily_traffic_as_of_2006_ | builders | inspection_as_of_10_1993_ | average_daily_traffic_as_of_1993_ | inspection_as_of_06_2011_ | inspection_as_of_08_2007_ | inspection_as_of_12_2001_ | average_daily_traffic_as_of_2001_ | inspection_as_of_07_1999_ | inspection_as_of_04_1997_ | inspection_as_of_12_2009_ | inspection_as_of_11_2007_ | average_daily_traffic_as_of_2005_ | inspection_as_of_10_2010_ | inspection_as_of_02_2012_ | average_daily_traffic_as_of_2012_ | inspection_as_of_03_2006_ | inspection_as_of_05_2006_ | inspection_as_of_05_2008_ | inspection_as_of_07_2010_ | inspection_as_of_03_2004_ | inspection_as_of_10_1999_ | average_daily_traffic_as_of_1995_ | inspection_as_of_01_2006_ | inspection_as_of_08_2010_ | inspection_as_of_12_2010_ | inspection_as_of_06_1994_ | inspection_as_of_07_2005_ | inspection_as_of_11_2011_ | inspection_as_of_07_2007_ | inspection_as_of_01_2007_ | inspection_as_of_06_2007_ | inspection_as_of_09_2010_ | inspection_as_of_02_2011_ | average_daily_traffic_as_of_1987_ | inspection_as_of_08_1986_ | inspection_as_of_11_1998_ | inspection_as_of_07_2009_ | inspection_as_of_06_2009_ | inspection_as_of_10_2007_ | inspection_as_of_03_2005_ | inspection_as_of_04_2007_ | inspection_as_of_10_2009_ | inspection_as_of_07_1993_ | inspection_as_of_11_2003_ | inspection_as_of_08_2006_ | inspection_as_of_12_2007_ | inspection_as_of_06_2006_ | inspection_as_of_07_2006_ | average_daily_traffic_as_of_1999_34023_ | inspection_as_of_04_1999_ | inspection_as_of_04_2009_ | inspection_as_of_09_2006_ | inspection_as_of_11_1989_ | average_daily_traffic_as_of_1980_ | inspection_as_of_04_1981_ | average_daily_traffic_as_of_1979_ | inspection_as_of_11_1980_ | inspection_as_of_03_1993_ | inspection_as_of_01_2008_ | inspection_as_of_01_2012_ | inspection_as_of_11_2006_ | inspection_as_of_10_2004_ | inspection_as_of_12_2003_ | inspection_as_of_10_2005_ | inspection_as_of_12_2008_ | inspection_as_of_03_2007_ | inspection_as_of_10_2006_ | inspection_as_of_01_2004_ | inspection_as_of_02_2013_ | river | inspection_as_of_03_1998_ | average_daily_traffic_as_of_1996_ | average_daily_traffic_as_of_1991_ | inspection_as_of_09_2007_ | inspection_as_of_12_2006_ | inspection_as_of_08_2009_ | inspection_as_of_03_2009_ | inspection_as_of_07_2008_ | inspection_as_of_11_2009_ | inspection_as_of_11_1991_ | average_daily_traffic_as_of_1992_ | inspection_as_of_11_2008_ | inspection_as_of_07_1991_ | inspection_as_of_05_2009_ | inspection_as_of_03_2008_ | inspection_as_of_00_2000_ | inspection_as_of_10_2008_ | inspection_as_of_09_2012_ | elevation | inspection_as_of_01_2013_ | land_survey | inspection_as_of_11_2004_ | inspection_as_of_06_2012_ | inspection_as_of_03_2012_ | inspection_as_of_05_2012_ | inspection_as_of_10_2012_ | dec_10_1899 | _1898 | _1871 | dec_27_2001 | _1980 | _1904 | mar_21_1899 | jan_11_1853 | inspection_as_of_09_2004_ | average_daily_traffic_as_of_2002_ | inspection_as_of_05_1992_ | inspection_as_of_04_2012_ | inspection_as_of_08_2012_ | inspection_as_of_03_2013_ | inspection_as_of_06_1999_ | average_daily_traffic_as_of_2000_ | inspection_as_of_07_2012_ | average_daily_traffic_as_of_1978_ | inspection_as_of_09_1991_ | average_daily_traffic_as_of_1971_ | inspection_as_of_12_2012_ | average_daily_traffic_as_of_1990_ | inspection_as_of_06_2008_ | inspection_as_of_1999_ | inspection_as_of_04_1990_ | average_daily_traffic_as_of_1989_ | inspection_as_of_01_1991_ | average_daily_traffic_as_of_1986_ | inspection_as_of_05_1991_ | average_daily_traffic_as_of_1985_ | inspection_as_of_12_1989_ | average_daily_traffic_as_of_2003_ | inspection_as_of_09_1990_ | average_daily_traffic_as_of_1970_ | inspection_as_of_10_1991_ | inspection_as_of_11_2012_ | inspection_as_of_04_1991_ | inspection_as_of_10_1998_ | average_daily_traffic_as_of_2013_ | inspection_as_of_01_2005_ | inspection_as_of_02_2006_ | inspection_as_of_01_1990_ | inspection_as_of_2001_ | inspection_as_of_02_2008_ | inspection_as_of_01_1999_ | inspection_as_of_08_1991_ | inspection_as_of_05_1999_ | inspection_as_of_05_1998_ | inspection_as_of_05_2004_ | inspection_as_of_08_1998_ |
---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
|
ashland-covered
|
Ashland Covered Bridge
|
|
|
new-castle
|
de
|
|
|
|
|
Kennett Square
|
BH 37182 (Bridgehunter.com ID)
|
Deck condition rating: Good (7 out of 9)Superstructure condition rating: Good (7 out of 9)Substructure condition rating: Good (7 out of 9)Sufficiency rating: 75.4 (out of 100)
|
BR 118
|
+39.79806, -75.65778 (decimal degrees)39°47'53" N, 75°39'28" W (degrees°minutes'seconds")
|
1,496
|
18/443686/4405550 (zone/easting/northing)
|
Posted to the National Register of Historic Places
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
1216329
|
Chambers Rock Road Bridge
|
|
|
new-castle
|
de
|
|
|
|
|
Newark West
|
BH 12286 (Bridgehunter.com ID)
|
|
|
+39.73280, -75.76002 (decimal degrees)39°43'58" N, 75°45'36" W (degrees°minutes'seconds")
|
|
18/434872/4398377 (zone/easting/northing)
|
Eligible for the National Register of Historic Places
|
|
|
Deck condition rating: Good (7 out of 9)Superstructure condition rating: Satisfactory (6 out of 9)Substructure condition rating: Good (7 out of 9)Appraisal: Functionally obsolete
Sufficiency rating: 44.1 (out of 100)
|
2,667
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
bh48884
|
Delaware River Memorial Bridge
|
|
|
new-castle
|
de
|
|
|
|
|
Wilmington South
|
BH 48884 (Bridgehunter.com ID)
|
|
|
+39.69222, -75.53000 (decimal degrees)39°41'32" N, 75°31'48" W (degrees°minutes'seconds")
|
46,135
|
18/454556/4393732 (zone/easting/northing)
|
|
|
|
|
|
Deck condition rating: Satisfactory (6 out of 9)Superstructure condition rating: Good (7 out of 9)Substructure condition rating: Satisfactory (6 out of 9)Appraisal: Functionally obsolete
Sufficiency rating: 68.0 (out of 100)
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
1515N034
|
Dupont Highway Bridge
|
|
|
new-castle
|
de
|
|
|
|
|
Saint Georges
|
BH 12287 (Bridgehunter.com ID)
|
|
|
+39.56917, -75.65472 (decimal degrees)39°34'09" N, 75°39'17" W (degrees°minutes'seconds")
|
|
18/443763/4380145 (zone/easting/northing)
|
|
|
|
|
|
|
Superstructure condition rating: Satisfactory (6 out of 9)Substructure condition rating: Fair (5 out of 9)Sufficiency rating: 85.5 (out of 100)
|
8,303
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
1515S034
|
Dupont Highway Bridge
|
|
|
new-castle
|
de
|
|
|
|
|
Saint Georges
|
BH 12288 (Bridgehunter.com ID)
|
|
|
+39.56917, -75.65500 (decimal degrees)39°34'09" N, 75°39'18" W (degrees°minutes'seconds")
|
|
18/443739/4380145 (zone/easting/northing)
|
|
|
|
|
|
|
Superstructure condition rating: Satisfactory (6 out of 9)Substructure condition rating: Fair (5 out of 9)Sufficiency rating: 85.8 (out of 100)
|
4,102
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
1023A231
|
Guyencourt Road Bridge
|
|
|
new-castle
|
de
|
|
|
|
|
Wilmington North
|
BH 12289 (Bridgehunter.com ID)
|
|
|
+39.81639, -75.58528 (decimal degrees)39°48'59" N, 75°35'07" W (degrees°minutes'seconds")
|
|
18/449907/4407542 (zone/easting/northing)
|
|
|
|
|
105
|
|
|
|
Deck condition rating: Fair (5 out of 9)Superstructure condition rating: Good (7 out of 9)Substructure condition rating: Fair (5 out of 9)Appraisal: Functionally obsolete
Sufficiency rating: 56.1 (out of 100)
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
1159327
|
James Street Bridge
|
|
|
new-castle
|
de
|
|
|
|
|
Wilmington South
|
BH 12290 (Bridgehunter.com ID)
|
|
|
+39.71056, -75.60889 (decimal degrees)39°42'38" N, 75°36'32" W (degrees°minutes'seconds")
|
|
18/447806/4395809 (zone/easting/northing)
|
|
|
3,727
|
Deck condition rating: Fair (5 out of 9)Superstructure condition rating: Serious (3 out of 9)Substructure condition rating: Fair (5 out of 9)Appraisal: Structurally deficient
Sufficiency rating: 36.0 (out of 100)
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
1608009
|
Kennett Pike Bridge
|
|
|
new-castle
|
de
|
|
|
|
|
Wilmington North
|
BH 12291 (Bridgehunter.com ID)
|
Appraisal: Functionally obsolete
Sufficiency rating: 77.8 (out of 100)
|
|
+39.78167, -75.60028 (decimal degrees)39°46'54" N, 75°36'01" W (degrees°minutes'seconds")
|
17,461
|
18/448597/4403697 (zone/easting/northing)
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
1229A011
|
Kirkwood Highway Bridge
|
|
|
new-castle
|
de
|
|
|
|
|
Newark East
|
BH 12292 (Bridgehunter.com ID)
|
Deck condition rating: Good (7 out of 9)Superstructure condition rating: Fair (5 out of 9)Substructure condition rating: Satisfactory (6 out of 9)Appraisal: Functionally obsolete
Sufficiency rating: 65.8 (out of 100)
|
|
+39.69417, -75.72028 (decimal degrees)39°41'39" N, 75°43'13" W (degrees°minutes'seconds")
|
30,907
|
18/438243/4394061 (zone/easting/northing)
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
1698B000
|
Lovering Avenue Bridge
|
|
|
new-castle
|
de
|
|
|
|
|
Wilmington North
|
BH 12293 (Bridgehunter.com ID)
|
|
|
+39.75917, -75.55833 (decimal degrees)39°45'33" N, 75°33'30" W (degrees°minutes'seconds")
|
|
18/452173/4401176 (zone/easting/northing)
|
|
|
|
|
9,663
|
|
|
|
Superstructure condition rating: Satisfactory (6 out of 9)Substructure condition rating: Satisfactory (6 out of 9)Appraisal: Functionally obsolete
Sufficiency rating: 78.0 (out of 100)
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
Total run time: 2 minutes
Total cpu time used: less than 20 seconds
Total disk space used: 1.28 MB