CONTINENTAL AVE over TRINITY RIVER

This bridge is no longer in the current National Bridge Inventory database, and has likely been demolished or abandoned.

Map

Coordinates:
+32.78078, -96.82285
32°46'51" N, 96°49'22" W

Source: National Bridge Inventory. Information not verified; use at your own risk.

Name:	CONTINENTAL AVE over TRINITY RIVER
Structure number:	1805709C5810007
Location:	0.4 MI W INDUSTRIAL BLVD
Purpose:	Carries highway over waterway
Route classification:	Minor Arterial (Urban) `[16]`
Length of largest span:	120.1 ft. `[36.6 m]`
Total length:	2120.2 ft. `[646.2 m]`
Roadway width between curbs:	39.4 ft. `[12.0 m]`
Deck width edge-to-edge:	51.8 ft. `[15.8 m]`
Owner:	City or Municipal Highway Agency `[04]`
Year built:	1930
Historic significance:	Bridge is eligible for the National Register of Historic Places `[2]`
Number of main spans:	3
Main spans material:	Steel continuous `[4]`
Main spans design:	Stringer/Multi-beam or girder `[02]`
Deck type:	Concrete Cast-in-Place `[1]`
Wearing surface:	Bituminous `[6]`

Good/Fair/Poor Condition:	Fair
Status:	New structure not yet open to traffic `[G]`
Average daily traffic:	17,900 `[as of 2007]`
Deck condition:	Satisfactory `[6 out of 9]`
Superstructure condition:	Fair `[5 out of 9]`
Substructure condition:	Satisfactory `[6 out of 9]`
Structural appraisal:	Somewhat better than minimum adequacy to tolerate being left in place as is `[5]`
Deck geometry appraisal:	Basically intolerable requiring high priority of replacement `[2]`
Water adequacy appraisal:	Superior to present desirable criteria `[9]`
Roadway alignment appraisal:	Equal to present desirable criteria `[8]`
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 foundations determined to be stable for assessed or calculated scour condition. `[5]`
Sufficiency rating:	55.0
Recommended work:	Other structural work, including hydraulic replacements. `[38]`
Estimated cost of work:	$206,000

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
September 2013	Fair	Satisfactory	Fair	Satisfactory	17900	55.0
September 2011	Fair	Satisfactory	Fair	Satisfactory	17900	55.0
August 2009	Fair	Satisfactory	Fair	Fair	17900	55.3
August 2007	Fair	Satisfactory	Fair	Fair	17900	53.1
August 2005	Fair	Satisfactory	Fair	Fair	17900	56.1
September 2003	Fair	Satisfactory	Fair	Fair	17900	41.0
October 2001	Poor	Satisfactory	Fair	Poor	17900	7.0
July 2000	Fair	Satisfactory	Fair	Satisfactory	16720	10.8
September 1998	Fair	Fair	Fair	Satisfactory	11110	11.3
February 1996	Fair	Fair	Fair	Satisfactory	11110	49.7