Share:

COLLINS RD over MCGIRTS CREEK

Map 

Coordinates:
+30.20389, -81.77250
30°12'14" N, 81°46'21" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:COLLINS RD over MCGIRTS CREEK
Structure number:724374
Location:2 MI W OF BLANDING BLVD
Purpose:Carries highway over waterway
Route classification:Collector (Urban) [17]
Length of largest span:40.0 ft. [12.2 m]
Total length:400.0 ft. [121.9 m]
Roadway width between curbs:41.0 ft. [12.5 m]
Deck width edge-to-edge:44.0 ft. [13.4 m]
Skew angle:30°
Owner:City or Municipal Highway Agency [04]
Year built:1992
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18+Mod / HS 20+Mod [6]
Number of main spans:10
Main spans material:Prestressed concrete [5]
Main spans design:Slab [01]
Deck type:Concrete Precast Panels [2]
Wearing surface:Integral Concrete (separate non-modified layer of concrete added to structural deck) [2]

Latest Available Inspection: February 2016 

Status:Open, no restriction [A]
Average daily traffic:17,200 [as of 2016]
Truck traffic:2% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal:Better than present minimum criteria [7]
Roadway alignment appraisal:Equal to present desirable criteria [8]
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 foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:61.1 tons [55.5 metric tons]
Inventory rating:36.6 tons [33.3 metric tons]
Sufficiency rating:96.2

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
February 201696.2Not deficientGoodGoodGood17200
February 201496.2Not deficientGoodGoodGood17200
February 201296.5Not deficientGoodGoodGood10801
February 201096.4Not deficientGoodGoodVery Good10801
February 200896.4Not deficientGoodGoodVery Good10801
February 200696.4Not deficientGoodGoodVery Good10801
February 200496.4Not deficientGoodGoodVery Good10801