|
Explanation of Codes below
| Bridge |
Year Built |
Insp. Date
mm/yy |
Traffic / as of |
Deck |
Super |
Sub |
Chan. |
| RIDGE ST O CSX TRANS. |
1993 |
2/04 |
24,602 / 1992 |
7 |
7 |
7 |
N |
| COPLEY ROAD over CSX TRANSPORTATION |
1973 |
11/03 |
10,550 / 1990 |
7 |
7 |
5 |
N |
| MCCORMICK RD O RTE 29 |
1931 |
4/04 |
6,750 / 1995 |
5 |
5 |
5 |
N |
| WEST MAIN STREET over NORFOLK SOUTHERN RAILWAY |
1996 |
8/04 |
21,500 / 1993 |
7 |
8 |
7 |
N |
| ROUTE 0020 over 9TH ST O C&O & WATER ST |
1962 |
5/04 |
13,870 / 1980 |
4 |
5 |
5 |
N |
| ROUTE 0250 over MEADOW BROOK CK |
1953 |
5/04 |
20,007 / 2003 |
N |
N |
N |
6 |
| RUGBY RD O C&O RAILWAY |
1921 |
6/03 |
11,170 / 1990 |
5 |
5 |
6 |
N |
| BRANDYWINE DR O MEADOW C |
1932 |
5/04 |
2,400 / 1980 |
N |
N |
N |
5 |
| ROUTE 0250 over SOU RAILWAY |
1954 |
5/04 |
28,750 / 1980 |
4 |
4 |
4 |
N |
| DAIRY RD O RTE 250 BP |
1954 |
1/04 |
2,000 / 1980 |
5 |
7 |
5 |
N |
| PARK ST O RT 250 BP |
1954 |
5/04 |
9,940 / 1980 |
8 |
7 |
7 |
N |
| HOLMES AVE O MEADOW CK |
1957 |
5/04 |
495 / 1980 |
N |
N |
N |
5 |
| MELBOURNE RD O SCHNKS B |
1974 |
5/04 |
3,000 / 1980 |
N |
N |
N |
4 |
| HYDR RD O MEADOW BR CK |
1985 |
5/04 |
20,350 / 1984 |
N |
N |
N |
6 |
| MELBOURNE RD O SOU RWY |
1974 |
2/04 |
3,000 / 1980 |
5 |
5 |
7 |
N |
| LOCUST AV O RT 250 BP |
1954 |
5/04 |
5,540 / 1980 |
8 |
7 |
7 |
N |
| ROUTE 0250 over RTE 29 BUSINESS |
1970 |
1/04 |
16,860 / 1980 |
5 |
5 |
5 |
N |
| ROUTE 0250 over RUGBY AVE |
1970 |
1/04 |
28,750 / 1980 |
5 |
5 |
6 |
N |
| Code |
Description |
| N |
NOT APPLICABLE |
| 9 |
EXCELLENT CONDITION |
| 8 |
VERY GOOD CONDITION - no problems noted. |
| 7 |
GOOD CONDITION - some minor problems. |
| 6 |
SATISFACTORY CONDITION - structural elements show some minor deterioration. |
| 5 |
FAIR CONDITION - all primary structural elements are sound but may have
minor section loss, cracking, spalling or scour. |
| 4 |
POOR CONDITION - advanced section loss, deterioration, spalling or scour. |
| 3 |
SERIOUS CONDITION - loss of section, deterioration, spalling or scour have
seriously affected primary structural components. Local failures are possible.
Fatigue cracks in steel or shear cracks in concrete may be present. |
| 2 |
CRITICAL CONDITION - advanced deterioration of primary structural elements.
Fatigue cracks in steel or shear cracks in concrete may be present or scour
may have removed substructure support. Unless closely monitored it may be
necessary to close the bridge until corrective action is taken. |
| 1 |
IMMINENT" FAILURE CONDITION - major deterioration or section loss present
in critical structural components or obvious vertical or horizontal movement
affecting structure stability. Bridge is closed to traffic but corrective
action may put back in light service. |
| 0 |
FAILED CONDITION - out of service - beyond corrective action. |
|
