BIJOU STREET over MONUMENT CREEK/UPRR (Route: 0)
Num:CSG-G.15-08.84Ax
Open: no restriction [A]
Built: 2007, Reconstructed: N/A [0000]
Historic: Bridge is not eligible for the NRHP. [5]

Google Streetview (If Available)

Rough Distance: 0 Miles (0.1 Kilometers)

Bridge Type
Main Span(s): Prestressed concrete continuous [6] Box Beam or girders - Single or Spread [06]
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: 146 m = 479.0 ft
Main Spans: 4 at 43.8 m = 143.7 ft
Approach Spans: 0
Skew: 0
Width, Roadway: 24.7 m = 81.0 ft (6 Lanes) and Out-To-Out: 29.1 m = 95.5 ft for a 24.7 m = 81.0 ft approaching roadway.
Vertical Clearance: 30.45 m = 99.9 ft and Navigational Clearance: 0 = N/A

Location
Colorado Springs [16000]: El Paso County [041], Colorado [08]
Owned by City or Municipal Highway Agency [04], DOT District: 24
JUST E OF I-25

Condition
Deck: Satisfactory [6]
Superstructure: Good [7]
Substructure: Good [7]
Loading
Design:
Operating: 36.3 metric ton = 39.9 tons ()
Inventory: 27.4 metric ton = 30.1 tons (Load Factor(LF) [1])

Appraisal
Structural: Equal to present minimum criteria [6]
Deck Geometry: Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Road Alignment: Better than present minimum criteria [7]
Waterway: Equal to present desirable criteria [8] and Bridge foundations determined to be stable for assessed or calculated scour conditions; field review indicates action is required. [4]
Inspections
Date: April 2020 [0420] and Frequency: 24

Future Work
Work Needed:
Bridge Detour: 0.2 km = 0.1 mi
Traffic
ADT: 28786 (2017) and Trucks: 6%
Future ADT: 45770 (In 2036 )

BIJOU STREET over I25 ML (Route: 0)
Num:I-17-OQx
Open: no restriction [A]
Built: 2008, Reconstructed: N/A [0000]
Historic: Bridge is not eligible for the NRHP. [5]

Google Streetview (If Available)

Rough Distance: 0.1 Miles (0.2 Kilometers)

Bridge Type
Main Span(s): Prestressed concrete continuous [6] Box Beam or girders - Single or Spread [06]
Approach Span(s): Other [00]
Deck: Concrete Cast-in-Place [1] with Wearing Surface: Other [9]

Bridge Dimensions
Length: 52.5 m = 172.3 ft
Main Spans: 2 at 27 m = 88.6 ft
Approach Spans: 0
Skew: 4
Width, Roadway: 29.3 m = 96.1 ft (7 Lanes) and Out-To-Out: 34.9 m = 114.5 ft for a 29.3 m = 96.1 ft approaching roadway.
Vertical Clearance: 99.99 m = 328.1 ft and Navigational Clearance: 0 = N/A

Location
Colorado Springs [16000]: El Paso County [041], Colorado [08]
Owned by State Highway Agency [01], DOT District: 24
IN COLORADO SPRINGS

Condition
Deck: Good [7]
Superstructure: Good [7]
Substructure: Good [7]
Loading
Design: HL93 [A]
Operating: 55.1 metric ton = 60.6 tons (Load Factor(LF) [1])
Inventory: 33 metric ton = 36.3 tons (Load Factor(LF) [1])

Appraisal
Structural: Better than present minimum criteria [7]
Deck Geometry: Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Road Alignment: Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Waterway: N/A [N] and Bridge not over waterway. [N]
Inspections
Date: August 2020 [0820] and Frequency: 24

Future Work
Work Needed:
Bridge Detour: 0.3 km = 0.2 mi
Traffic
ADT: 17450 (2020) and Trucks: 6%
Future ADT: 39165 (In 2033 )

COLORADO AVENUE over RAILROAD/SIERRA MADRE ST (Route: 0)
Num:CSG-G.00-08.57Ax
Open: no restriction [A]
Built: 1998, 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): Prestressed concrete continuous [6] Stringer/Multi-beam or girder [02]
Approach Span(s): Other [00]
Deck: Concrete Cast-in-Place [1] with Wearing Surface: Epoxy Overlay [5]

Bridge Dimensions
Length: 191 m = 626.7 ft
Main Spans: 6 at 36.8 m = 120.7 ft
Approach Spans: 0
Skew: 0
Width, Roadway: 18.6 m = 61.0 ft (4 Lanes) and Out-To-Out: 25.5 m = 83.7 ft for a 18.6 m = 61.0 ft approaching roadway.
Vertical Clearance: 99.99 m = 328.1 ft and Navigational Clearance: 0 = N/A

Location
Colorado Springs [16000]: El Paso County [041], Colorado [08]
Owned by City or Municipal Highway Agency [04], DOT District: 24
0.2 MI E OF I25

Condition
Deck: Satisfactory [6]
Superstructure: Good [7]
Substructure: Good [7]
Loading
Design: MS 18 / HS 20 [5]
Operating: 57.7 metric ton = 63.5 tons (Load Factor(LF) [1])
Inventory: 34 metric ton = 37.4 tons (Load Factor(LF) [1])

Appraisal
Structural: Better than present minimum criteria [7]
Deck Geometry: Equal to present minimum criteria [6]
Road Alignment: Equal to present desirable criteria [8]
Waterway: N/A [N] and Bridge not over waterway. [N]
Inspections
Date: April 2020 [0420] and Frequency: 24

Future Work
Work Needed:
Bridge Detour: 0.2 km = 0.1 mi
Traffic
ADT: 19863 (2017) and Trucks: 4%
Future ADT: 31583 (In 2036 )

COLORADO AVENUE over MONUMENT CREEK (Route: 0)
Num:CSG-F.99-08.57Ax
Open: no restriction [A]
Built: 1998, 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): Prestressed concrete continuous [6] Stringer/Multi-beam or girder [02]
Approach Span(s): Other [00]
Deck: Concrete Cast-in-Place [1] with Wearing Surface: Epoxy Overlay [5]

Bridge Dimensions
Length: 100.8 m = 330.7 ft
Main Spans: 3 at 34.1 m = 111.9 ft
Approach Spans: 0
Skew: 39
Width, Roadway: 20 m = 65.6 ft (4 Lanes) and Out-To-Out: 29.1 m = 95.5 ft for a 16.2 m = 53.2 ft approaching roadway.
Vertical Clearance: 99.99 m = 328.1 ft and Navigational Clearance: 0 = N/A

Location
Colorado Springs [16000]: El Paso County [041], Colorado [08]
Owned by City or Municipal Highway Agency [04], DOT District: 24
JUST E OF I-25

Condition
Deck: Satisfactory [6]
Superstructure: Good [7]
Substructure: Good [7]
Loading
Design: MS 18 / HS 20 [5]
Operating: 70.9 metric ton = 78.0 tons (Load Factor(LF) [1])
Inventory: 19 metric ton = 20.9 tons (Load Factor(LF) [1])

Appraisal
Structural: Meets minimum tolerable limits to be left in place as is [4]
Deck Geometry: Better than present minimum criteria [7]
Road Alignment: Equal to present desirable criteria [8]
Waterway: Equal to present desirable criteria [8] and Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Inspections
Date: April 2020 [0420] and Frequency: 24

Future Work
Work Needed:
Bridge Detour: 0.2 km = 0.1 mi
Traffic
ADT: 20512 (2017) and Trucks: 4%
Future ADT: 32614 (In 2036 )

I 25 ML NBND over COLORADO AVE: SPRUCE ST (Route: 25)
Num:I-17-OPx
Open: no restriction [A]
Built: 2008, 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): Prestressed concrete continuous [6] Box Beam or girders - Single or Spread [06]
Approach Span(s): Other [00]
Deck: Concrete Cast-in-Place [1] with Wearing Surface: Bituminous [6]

Bridge Dimensions
Length: 48.3 m = 158.5 ft
Main Spans: 2 at 24.9 m = 81.7 ft
Approach Spans: 0
Skew: 42
Width, Roadway: 24.4 m = 80.1 ft (4 Lanes) and Out-To-Out: 25.5 m = 83.7 ft for a 24.4 m = 80.1 ft approaching roadway.
Vertical Clearance: 99.99 m = 328.1 ft and Navigational Clearance: 0 = N/A

Location
Colorado Springs [16000]: El Paso County [041], Colorado [08]
Owned by State Highway Agency [01], DOT District: 24
IN COLORADO SPRINGS

Condition
Deck: Satisfactory [6]
Superstructure: Satisfactory [6]
Substructure: Satisfactory [6]
Loading
Design: HL93 [A]
Operating: 62.7 metric ton = 69.0 tons (Load Factor(LF) [1])
Inventory: 37.6 metric ton = 41.4 tons (Load Factor(LF) [1])

Appraisal
Structural: Equal to present minimum criteria [6]
Deck Geometry: Superior to present desirable criteria [9]
Road Alignment: Equal to present minimum criteria [6]
Waterway: N/A [N] and Bridge not over waterway. [N]
Inspections
Date: August 2020 [0820] and Frequency: 24

Future Work
Work Needed:
Bridge Detour: 0.1 km = 0.1 mi
Traffic
ADT: 131000 (2018) and Trucks: 7%
Future ADT: 74480 (In 2031 )

I 25 ML SBND over COLORADO AVE: SPRUCE ST (Route: 25)
Num:I-17-OOx
Open: no restriction [A]
Built: 2008, 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): Prestressed concrete continuous [6] Box Beam or girders - Single or Spread [06]
Approach Span(s): Other [00]
Deck: Concrete Cast-in-Place [1] with Wearing Surface: Bituminous [6]

Bridge Dimensions
Length: 48.3 m = 158.5 ft
Main Spans: 2 at 24.9 m = 81.7 ft
Approach Spans: 0
Skew: 42
Width, Roadway: 27.8 m = 91.2 ft (4 Lanes) and Out-To-Out: 28.9 m = 94.8 ft for a 27.7 m = 90.9 ft approaching roadway.
Vertical Clearance: 99.99 m = 328.1 ft and Navigational Clearance: 0 = N/A

Location
Colorado Springs [16000]: El Paso County [041], Colorado [08]
Owned by State Highway Agency [01], DOT District: 24
IN COLORADO SPRINGS

Condition
Deck: Satisfactory [6]
Superstructure: Good [7]
Substructure: Satisfactory [6]
Loading
Design: HL93 [A]
Operating: 65.8 metric ton = 72.4 tons (Load Factor(LF) [1])
Inventory: 39.5 metric ton = 43.5 tons (Load Factor(LF) [1])

Appraisal
Structural: Equal to present minimum criteria [6]
Deck Geometry: Superior to present desirable criteria [9]
Road Alignment: Equal to present desirable criteria [8]
Waterway: N/A [N] and Bridge not over waterway. [N]
Inspections
Date: August 2020 [0820] and Frequency: 24

Future Work
Work Needed:
Bridge Detour: 0.1 km = 0.1 mi
Traffic
ADT: 11000 (2018) and Trucks: 7%
Future ADT: 74480 (In 2031 )