PAVED over CREEK

Map 

Facts 

Name:	PAVED over CREEK
Structure number:	001698
Old structure number:	0000000022084Z0 (from 1992 edition)
Location:	2.1 MI. S JCT. AL. 91
Purpose:	Carries highway over waterway
Route classification:	Local (Rural) [09]
Length of largest span:	27.9 ft. [8.5 m]
Total length:	40.0 ft. [12.2 m]
Roadway width between curbs:	19.7 ft. [6.0 m]
Deck width edge-to-edge:	20.0 ft. [6.1 m]
Skew angle:	15°
Owner:	County Highway Agency [02]
Year built:	1938
Historic significance:	Bridge is not eligible for the National Register of Historic Places [5]
Number of main spans:	2
Main spans material:	Steel [3]
Main spans design:	Stringer/Multi-beam or girder [02]
Deck type:	Concrete Cast-in-Place [1]
Wearing surface:	Monolithic Concrete (concurrently placed with structural deck) [1]

2010 Inspection 

Status:	Posted for load [P]
Average daily traffic:	50 [as of 1991]
Deck condition:	Fair [5 out of 9]
Superstructure condition:	Fair [5 out of 9]
Substructure condition:	Poor [4 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]
Pier/abutment protection:	Navigation protection not required [1]
Scour condition:	Bridge with "unknown" foundation that has not been evaluated for scour. [U]
Operating rating:	5.9 tons [5.4 metric tons]
Inventory rating:	4.0 tons [3.6 metric tons]
Evaluation:	Structurally deficient [1]
Sufficiency rating:	34.9
Recommended work:	Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:	$387,000

2000 Inspection 

Status:	Posted for load [P]
Average daily traffic:	50 [as of 1991]
Deck condition:	Satisfactory [6 out of 9]
Superstructure condition:	Satisfactory [6 out of 9]
Substructure condition:	Poor [4 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]
Pier/abutment protection:	Navigation protection not required [1]
Scour condition:	Scour calculation/evaluation has not been made. [6]
Operating rating:	5.9 tons [5.4 metric tons]
Inventory rating:	4.0 tons [3.6 metric tons]
Evaluation:	Structurally deficient [1]
Sufficiency rating:	35.9
Recommended work:	Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:	$105,000

1992 Inspection 

Status:	Posted for load [P]
Average daily traffic:	50 [as of 1983]
Deck condition:	Satisfactory [6 out of 9]
Superstructure condition:	Satisfactory [6 out of 9]
Substructure condition:	Poor [4 out of 9]
Channel protection:	Bank and embankment protection is severely undermined. River control devices have severe damage. Large deposits of debris are in the channel. [4]
Pier/abutment protection:	Navigation protection not required [1]
Scour condition:	Scour calculation/evaluation has not been made. [6]
Operating rating:	19.8 tons [18.0 metric tons]
Inventory rating:	12.4 tons [11.3 metric tons]
Evaluation:	Structurally deficient [1]
Sufficiency rating:	41.3
Recommended work:	Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:	$77,000

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