ST MARYS RD over PIPE CREEK (Route: 0)
Num:2400055x
Posted for load [P]
Built: 1970, Reconstructed: 2013
Historic: Bridge is not eligible for the NRHP. [5]

Google Streetview (If Available)

Rough Distance: 0 Miles (0 Kilometers)

Bridge Type
Main Span(s): Concrete continuous [2] Slab [01]
Approach Span(s): Other [00]
Deck: Concrete Cast-in-Place [1] with Wearing Surface: Latex Concrete or similar additive [3]

Bridge Dimensions
Length: 40.1 m = 131.6 ft
Main Spans: 3 at 15.5 m = 50.9 ft
Approach Spans: 0
Skew: 30
Width, Roadway: 7.2 m = 23.6 ft (2 Lanes) and Out-To-Out: 8.4 m = 27.6 ft for a 6.4 m = 21.0 ft approaching roadway.
Vertical Clearance: 99.99 m = 328.1 ft and Navigational Clearance: 0 = N/A

Location
Unknown [00000]: Franklin County [047], Indiana [18]
Owned by County Highway Agency [02], DOT District: 5
00.01 S. OF PIPE CREEK RD

Condition
Deck: Satisfactory [6]
Superstructure: Satisfactory [6]
Substructure: Satisfactory [6]
Loading
Design: MS 18 / HS 20 [5]
Operating: 14.5 metric ton = 16.0 tons ()
Inventory: 14.5 metric ton = 16.0 tons ()

Appraisal
Structural: Meets minimum tolerable limits to be left in place as is [4]
Deck Geometry: Meets minimum tolerable limits to be left in place as is [4]
Road Alignment: Equal to present minimum criteria [6]
Waterway: Equal to present minimum criteria [6] and Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Inspections
Date: October 2020 [1020] and Frequency: 24

Future Work
Work Needed:
Bridge Detour: 1.4 km = 0.9 mi
Traffic
ADT: 450 (2020) and Trucks: 6%
Future ADT: 600 (In 2040 )

PIPE CREEK RD over RUSSELL BR OF PIPE CREEK (Route: 0)
Num:2400056x
Posted for load [P]
Built: 1925, Reconstructed: N/A [0000]
Historic: Bridge is not eligible for the NRHP. [5]

Google Streetview (If Available)

Rough Distance: 0.3 Miles (0.5 Kilometers)

Bridge Type
Main Span(s): Concrete [1] Tee beam [04]
Approach Span(s): Other [00]
Deck: Concrete Cast-in-Place [1] with Wearing Surface: Monolithic Concrete (concurrently placed with structural deck) [1]

Bridge Dimensions
Length: 10.4 m = 34.1 ft
Main Spans: 1 at 9 m = 29.5 ft
Approach Spans: 0
Skew: 35
Width, Roadway: 5.4 m = 17.7 ft (2 Lanes) and Out-To-Out: 6.3 m = 20.7 ft for a 3 m = 9.8 ft approaching roadway.
Vertical Clearance: 99.99 m = 328.1 ft and Navigational Clearance: 0 = N/A

Location
Unknown [00000]: Franklin County [047], Indiana [18]
Owned by County Highway Agency [02], DOT District: 5
00.02 MI. S. RUSSELL RD

Condition
Deck: Satisfactory [6]
Superstructure: Satisfactory [6]
Substructure: Satisfactory [6]
Loading
Design:
Operating: 14.5 metric ton = 16.0 tons ()
Inventory: 14.5 metric ton = 16.0 tons ()

Appraisal
Structural: Meets minimum tolerable limits to be left in place as is [4]
Deck Geometry: Basically intolerable requiring high priority of replacement [2]
Road Alignment: Equal to present minimum criteria [6]
Waterway: Somewhat better than minimum adequacy to tolerate being left in place as is [5] and Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Inspections
Date: October 2020 [1020] and Frequency: 24

Future Work
Work Needed:
Bridge Detour: 19.9 km = 12.3 mi
Traffic
ADT: 114 (2018) and Trucks: 4%
Future ADT: 151 (In 2038 )

RUSSELL RD over RUSSELL BRANCH (Route: 0)
Num:2400116x
Open: no restriction [A]
Built: 2004, Reconstructed: N/A [0000]
Historic: Bridge is not eligible for the NRHP. [5]

Google Streetview (If Available)

Rough Distance: 0.4 Miles (0.6 Kilometers)

Bridge Type
Main Span(s): Steel [3] Culvert [19]
Approach Span(s): Other [00]
Deck: Not applicable [N] with Wearing Surface: Monolithic Concrete (concurrently placed with structural deck) [1]

Bridge Dimensions
Length: 9.8 m = 32.2 ft
Main Spans: 3 at 2.8 m = 9.2 ft
Approach Spans: 0
Skew: 30
Width, Roadway: 7.1 m = 23.3 ft (2 Lanes) and Out-To-Out: 16.8 m = 55.1 ft for a 4 m = 13.1 ft approaching roadway.
Vertical Clearance: 99.99 m = 328.1 ft and Navigational Clearance: 0 = N/A

Location
Unknown [00000]: Franklin County [047], Indiana [18]
Owned by County Highway Agency [02], DOT District: 5
00.10 E of SAWMILL RD

Condition
Deck: Not Applicable [N]
Superstructure: Not Applicable [N]
Substructure: Not Applicable [N]
Loading
Design: MS 18 / HS 20 [5]
Operating: 32.7 metric ton = 36.0 tons ()
Inventory: 32.7 metric ton = 36.0 tons ()

Appraisal
Structural: Better than present minimum criteria [7]
Deck Geometry: Meets minimum tolerable limits to be left in place as is [4]
Road Alignment: Equal to present minimum criteria [6]
Waterway: Equal to present minimum criteria [6] and Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Inspections
Date: October 2020 [1020] and Frequency: 24

Future Work
Work Needed:
Bridge Detour: 19.9 km = 12.3 mi
Traffic
ADT: 125 (2020) and Trucks: 4%
Future ADT: 150 (In 2040 )