| Name: | OLD MONROVIA RD over INDIAN CREEK |
| Structure number: | 001217 |
| Old structure number: | 0000001845074Z0 (from 1992 edition) |
| Location: | 0.3 MI E CO RD 1088 |
| Purpose: | Carries highway over waterway |
| Route classification: | Minor Collector (Rural) [08] |
| Length of largest span: | 34.1 ft. [10.4 m] |
| Total length: | 170.0 ft. [51.8 m] |
| Roadway width between curbs: | 21.7 ft. [6.6 m] |
| Deck width edge-to-edge: | 25.3 ft. [7.7 m] |
| Owner: | County Highway Agency [02] |
| Year built: | 1935 |
| Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
| Design load: | M 13.5 / H 15 [2] |
| Number of main spans: | 5 |
| Main spans material: | Concrete [1] |
| Main spans design: | Tee beam [04] |
| Deck type: | Concrete Cast-in-Place [1] |
| Wearing surface: | Monolithic Concrete (concurrently placed with structural deck) [1] |
| Status: | Posted for load [P] |
| Average daily traffic: | 8,342 [as of 2003] |
| Truck traffic: | 1% of total traffic |
| Deck condition: | Satisfactory [6 out of 9] |
| Superstructure condition: | Good [7 out of 9] |
| Substructure condition: | Satisfactory [6 out of 9] |
| Channel protection: | Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6] |
| Scour condition: | Bridge is scour critical; bridge foundations determined to be unstable. [3] |
| Operating rating: | 41.4 tons [37.6 metric tons] |
| Inventory rating: | 24.9 tons [22.6 metric tons] |
| Evaluation: | Functionally obsolete [2] |
| Sufficiency rating: | 64.0 |
| Recommended work: | Bridge rehabilitation because of general structure deterioration or inadequate strength. [35] |
| Estimated cost of work: | $1,611,000 |
| Status: | Open, no restriction [A] |
| Average daily traffic: | 1,950 [as of 1992] |
| Truck traffic: | 1% of total traffic |
| Deck condition: | Fair [5 out of 9] |
| Superstructure condition: | Good [7 out of 9] |
| Substructure condition: | Satisfactory [6 out of 9] |
| Channel protection: | Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6] |
| Scour condition: | Scour calculation/evaluation has not been made. [6] |
| Operating rating: | 41.4 tons [37.6 metric tons] |
| Inventory rating: | 24.9 tons [22.6 metric tons] |
| Evaluation: | Functionally obsolete [2] |
| Sufficiency rating: | 66.3 |
| Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
| Estimated cost of work: | $390,000 |
| Status: | Open, no restriction [A] |
| Average daily traffic: | 835 [as of 1987] |
| Deck condition: | Satisfactory [6 out of 9] |
| Superstructure condition: | Good [7 out of 9] |
| Substructure condition: | Satisfactory [6 out of 9] |
| Channel protection: | Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5] |
| Scour condition: | Scour calculation/evaluation has not been made. [6] |
| Operating rating: | 24.8 tons [22.5 metric tons] |
| Inventory rating: | 18.6 tons [16.9 metric tons] |
| Evaluation: | Functionally obsolete [2] |
| Sufficiency rating: | 62.3 |
| Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
| Estimated cost of work: | $390,000 |
December 25 2008 on a bike ride I took photos of the creek and under this bridge. It is in HORRIBLE condition. A huge tree was wedged against the supports at the time; it was catching a lot of flood debris. The I-beams inside the concrete pilings were exposed at water level and above, down to naked iron.
I see a LOT of truck traffic on this bridge and traffic has increased a great deal since the last inspection!!
mad_beggar[at]poetic[dot]com