Bridge Statistics for Las Cruces, New Mexico (NM)
Condition, Traffic, Stress, Structural Evaluation, Project Costs

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Structure Number: 5258,  Location: 17.1 MI NW OF JCT LOOP-36 (Lat: 35.309347,  Lng: -103.957892),  Route carried "on" structure: State highway 104,  Year Built: 1952,  Status: Open,  Structure Length: 0.79m (2.59ft),  Average Daily Traffic: 214 (year 2020),  Truck Traffic: 20%,  Average Future Daily Traffic: 184 (year 2040),  Design Load: H 15,  Features Intersected: UNNAMED WATERWAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 144.147,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 4 degrees,  Material/Design: Wood or Timber,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.3m (24.0ft),  Curb-To-Curb Width: 11.1m (36.4ft),  Out-to-Out Width: 11.4m (37.4ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Poor,  Channel: Satisfactory,  Operating Rating: 37.3 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 27.5 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 0.79m (2.59ft),  Designated Inspection Frequency: Every 6 months,  Inspection Date: November 2021,  Bridge Improvement Cost: $100,000,  Roadway Improvement Cost: $130,000,  Total Project Cost: $270,000 ( Estimate for 2030),  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 5723,  Location: 1.6 MI E OF NM-185/CRUCES (Lat: 32.337525,  Lng: -106.778067),  Route carried "on" structure: US 70,  Year Built: 1957,  Status: Open,  Structure Length: 6.18m (20.28ft),  Average Daily Traffic: 18,554 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 26,110 (year 2040),  Design Load: HS 20,  Features Intersected: ALAMEDA ARROYO
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 240.613,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 4 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 10.2m (33.5ft),  Curb-To-Curb Width: 8.6m (28.2ft),  Out-to-Out Width: 9.7m (31.8ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Poor,  Channel: Fair,  Operating Rating: 55.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 33.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 6.19m (20.31ft),  Designated Inspection Frequency: Every 12 months,  Inspection Date: August 2021,  Bridge Improvement Cost: $316,000,  Roadway Improvement Cost: $31,000,  Total Project Cost: $474,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 5724,  Location: 1.6 M E NM-185/LAS CRUCES (Lat: 32.337525,  Lng: -106.778264),  Route carried "on" structure: US 70,  Year Built: 1957,  Status: Open,  Structure Length: 6.18m (20.28ft),  Average Daily Traffic: 18,554 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 26,110 (year 2040),  Design Load: HS 20,  Features Intersected: ALAMEDA ARROYO
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 240.613,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 4 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 10.2m (33.5ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.7m (31.8ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Good,  Operating Rating: 55.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 33.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 6.19m (20.31ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Bridge Improvement Cost: $316,000,  Roadway Improvement Cost: $31,000,  Total Project Cost: $474,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 6134,  Location: Junction I-25/US-70 (Lat: 32.348031,  Lng: -106.769581),  Route carried "on" structure: US 70,  Year Built: 1960,  Year Reconstructed: 2001,  Status: Open,  Structure Length: 7.32m (24.02ft),  Average Daily Traffic: 18,104 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 25,476 (year 2040),  Design Load: HS 20,  Features Intersected: I-25 NBL/SBL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 241.884,  Lanes on structure: 3,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 32.5m (106.6ft),  Skew: 21 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 20.4m (66.9ft),  Curb-To-Curb Width: 32.3m (106.0ft),  Out-to-Out Width: 33.8m (110.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 50.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 7.32m (24.02ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Bridge Improvement Cost: $515,000,  Roadway Improvement Cost: $51,000,  Total Project Cost: $772,000 ( Estimate for 2020),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 6183,  Location: 0.8 MI N OF US-70 (Lat: 32.358094,  Lng: -106.776506),  Route carried "on" structure: Interstate 25,  Year Built: 1961,  Status: Open,  Structure Length: 2.24m (7.35ft),  Average Daily Traffic: 15,732 (year 2020),  Truck Traffic: 13%,  Average Future Daily Traffic: 28,991 (year 2040),  Design Load: HS 20,  Features Intersected: SANDHILL ARROYO
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 11.040,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 23.7m (77.8ft),  Skew: 20 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 7,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Good,  Culverts: Fair,  Operating Rating: 40.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021

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Structure Number: 6194,  Location: 0.3 MI S OF US-70 (Lat: 32.344539,  Lng: -106.767094),  Route carried "on" structure: Interstate 25,  Year Built: 1960,  Status: Open,  Structure Length: 1.64m (5.38ft),  Average Daily Traffic: 40,730 (year 2020),  Truck Traffic: 13%,  Average Future Daily Traffic: 75,059 (year 2040),  Design Load: HS 20,  Features Intersected: UNNAMED WATERWAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.270,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 34.8m (114.2ft),  Skew: 20 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 55.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020

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Structure Number: 6343,  Location: .88 MI W. OF I-25 EXIT 3 (Lat: 32.310125,  Lng: -106.759056),  Route carried "on" structure: City street 5614,  Year Built: 1962,  Status: Open,  Structure Length: 3.66m (12.01ft),  Average Daily Traffic: 17,079 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 24,035 (year 2040),  Design Load: H 15,  Features Intersected: LAS CRUCES ARROYO
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 25.4m (83.3ft),  Skew: 24 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 8,  Length of Maximum Span: 3.0m (9.8ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.7m (5.6ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 45.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: Febuary 2021

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Structure Number: 6562,  Location: 17.1 M E Luna/Dona Ana CL (Lat: 32.262161,  Lng: -107.008700),  Route carried "on" structure: State highway Z003,  Year Built: 1966,  Status: Open,  Structure Length: 7.74m (25.39ft),  Average Daily Traffic: 2,483 (year 2020),  Truck Traffic: 16%,  Average Future Daily Traffic: 4,645 (year 2040),  Design Load: HS 20,  Features Intersected: I-10 EBL/WBL @ MP-127
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.006,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 18.0m (59.1ft),  Curb-To-Curb Width: 8.6m (28.2ft),  Out-to-Out Width: 9.4m (30.8ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 53.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 6662,  Location: Jct. US-70 and I-10 (Lat: 32.282153,  Lng: -106.882486),  Route carried "on" structure: Ramp US 70,  Year Built: 1966,  Year Reconstructed: 2006,  Status: Open,  Structure Length: 11.37m (37.30ft),  Average Daily Traffic: 1,226 (year 2020),  Truck Traffic: 2%,  Average Future Daily Traffic: 2,473 (year 2040),  Design Load: HS 20,  Features Intersected: I-10 EBL/WBL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 226.918,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 9.6m (31.5ft),  Skew: 4 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 25.6m (84.0ft),  Curb-To-Curb Width: 9.6m (31.5ft),  Out-to-Out Width: 10.4m (34.1ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 56.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 11.37m (37.30ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Bridge Improvement Cost: $621,000,  Roadway Improvement Cost: $62,000,  Total Project Cost: $932,000 ( Estimate for 2030),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 6823,  Location: Jct I-25/NM101-University (Lat: 32.286983,  Lng: -106.738603),  Route carried "on" structure: State highway 101,  Year Built: 1968,  Year Reconstructed: 1988,  Status: Open,  Structure Length: 5.30m (17.39ft),  Average Daily Traffic: 16,824 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 23,676 (year 2040),  Design Load: HS 20,  Features Intersected: I-25 NBL and SBL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.311,  Lanes on structure: 4,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 18.3m (60.0ft),  Skew: 20 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 18.0m (59.1ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.4m (4.6ft),  Curb-To-Curb Width: 22.6m (74.1ft),  Out-to-Out Width: 24.5m (80.4ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 69.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 42.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 6829,  Location: 6.0 M S Jct I-25/ US-70 (Lat: 32.268508,  Lng: -106.732500),  Route carried "on" structure: Interstate 25,  Year Built: 1968,  Year Reconstructed: 2013,  Status: Open,  Structure Length: 2.99m (9.81ft),  Average Daily Traffic: 7,877 (year 2020),  Truck Traffic: 13%,  Average Future Daily Traffic: 14,515 (year 2040),  Design Load: HS 20,  Features Intersected: Cholla Road
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.145,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 16.5m (54.1ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 11.9m (39.0ft),  Curb-To-Curb Width: 16.2m (53.1ft),  Out-to-Out Width: 20.7m (67.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 55.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 33.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 683,  Location: 6.0 M S I-25/US-70/CRUCES (Lat: 32.268461,  Lng: -106.732719),  Route carried "on" structure: Interstate 25,  Year Built: 1968,  Year Reconstructed: 2013,  Status: Open,  Structure Length: 2.99m (9.81ft),  Average Daily Traffic: 7,877 (year 2020),  Truck Traffic: 13%,  Average Future Daily Traffic: 14,515 (year 2040),  Design Load: HS 20,  Features Intersected: Cholla Road
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.145,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 20.1m (65.9ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 11.6m (38.1ft),  Curb-To-Curb Width: 20.0m (65.6ft),  Out-to-Out Width: 20.7m (67.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 55.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 33.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 6831,  Location: 1.6 M W Jct I-10 & I-25 (Lat: 32.265422,  Lng: -106.738642),  Route carried "on" structure: Interstate 10,  Year Built: 1968,  Status: Open,  Structure Length: 2.93m (9.61ft),  Average Daily Traffic: 17,333 (year 2020),  Truck Traffic: 13%,  Average Future Daily Traffic: 31,941 (year 2040),  Design Load: HS 20,  Features Intersected: Cholla Road
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 231.247,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 11.7m (38.4ft),  Curb-To-Curb Width: 11.7m (38.4ft),  Out-to-Out Width: 12.5m (41.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 61.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 36.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 6832,  Location: 1.6 M W Jct I-10 & I-25 (Lat: 32.265575,  Lng: -106.738528),  Route carried "on" structure: Interstate 10,  Year Built: 1968,  Status: Open,  Structure Length: 2.99m (9.81ft),  Average Daily Traffic: 17,333 (year 2020),  Truck Traffic: 13%,  Average Future Daily Traffic: 31,941 (year 2040),  Design Load: HS 20,  Features Intersected: Cholla Road
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 231.247,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 11.6m (38.1ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 12.5m (41.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 61.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 36.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 6833,  Location: 1.0 MI S OF JCT I-10/I-25 (Lat: 32.244594,  Lng: -106.721269),  Route carried "on" structure: State highway 1035,  Year Built: 1968,  Status: Open,  Structure Length: 6.61m (21.69ft),  Average Daily Traffic: 3,282 (year 2020),  Truck Traffic: 16%,  Average Future Daily Traffic: 6,139 (year 2040),  Design Load: HS 20,  Features Intersected: FILLMORE ARROYO
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 234.143,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 9.6m (31.5ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 9,  Length of Maximum Span: 7.6m (24.9ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 10.7m (35.1ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 59.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 35.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 6969,  Location: 0.2 MI S JCT I-10/I-25 (Lat: 32.255361,  Lng: -106.730739),  Route carried "on" structure: State highway 1035,  Year Built: 1968,  Status: Open,  Structure Length: 1.58m (5.18ft),  Average Daily Traffic: 3,282 (year 2020),  Truck Traffic: 16%,  Average Future Daily Traffic: 6,139 (year 2040),  Design Load: HS 20,  Features Intersected: UNNAMED WATERWAY
Minimum Vertical Clearance: 99.90m (327.76ft),  Kilometerpoint: 4.007,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Poor,  Culverts: Good,  Operating Rating: 45.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020

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Structure Number: 697,  Location: 0.8 MI S JCT I-25/I-10 (Lat: 32.255436,  Lng: -106.730439),  Route carried "on" structure: Interstate 1144,  Year Built: 1968,  Status: Open,  Structure Length: 1.58m (5.18ft),  Average Daily Traffic: 7,877 (year 2020),  Truck Traffic: 13%,  Average Future Daily Traffic: 14,515 (year 2040),  Design Load: HS 20,  Features Intersected: UNNAMED WATERWAY
Minimum Vertical Clearance: 99.00m (324.80ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 19.0m (62.3ft),  Skew: 31 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 3.0m (9.8ft),  Curb-To-Curb Width: 19.0m (62.3ft),  Out-to-Out Width: 19.2m (63.0ft)

Condition: Channel: Good,  Culverts: Satisfactory,  Operating Rating: 55.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2021

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Structure Number: 6971,  Location: 0.2 MI S JCT I-10/I-25 (Lat: 32.256172,  Lng: -106.729194),  Route carried "on" structure: Interstate 10,  Year Built: 1968,  Status: Open,  Structure Length: 1.62m (5.31ft),  Average Daily Traffic: 26,836 (year 2020),  Truck Traffic: 13%,  Average Future Daily Traffic: 49,454 (year 2040),  Design Load: HS 20,  Features Intersected: UNNAMED WATERWAY
Minimum Vertical Clearance: 99.90m (327.76ft),  Kilometerpoint: 232.646,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 10.1m (33.1ft),  Skew: 1 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 47.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2021

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Structure Number: 6973,  Location: 5.9 MI S OF US-70 (Lat: 32.268819,  Lng: -106.732600),  Route carried "on" structure: Interstate 25,  Year Built: 1968,  Status: Open,  Structure Length: 0.62m (2.03ft),  Average Daily Traffic: 7,877 (year 2020),  Truck Traffic: 13%,  Average Future Daily Traffic: 14,515 (year 2040),  Design Load: HS 20,  Features Intersected: UNNAMED WATERWAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.177,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 22.9m (75.1ft),  Skew: 20 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Good,  Culverts: Satisfactory,  Operating Rating: 98.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021

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Structure Number: 6974,  Location: 5.9 MI S OF US-70 (Lat: 32.273769,  Lng: -106.733978),  Route carried "on" structure: State highway 13003,  Year Built: 1968,  Status: Open,  Structure Length: 0.62m (2.03ft),  Average Daily Traffic: 4,393 (year 2018),  Truck Traffic: 3%,  Average Future Daily Traffic: 5,801 (year 2038),  Design Load: HS 20,  Features Intersected: UNNAMED WWAY I25 MP142.7,  Facility Carried by Structure: 13-Z003
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 27.2m (89.2ft),  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Fair,  Culverts: Satisfactory,  Operating Rating: 37.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021

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Structure Number: 6975,  Location: 5.1 MI S OF US-70 (Lat: 32.281039,  Lng: -106.736558),  Route carried "on" structure: Interstate 25,  Year Built: 1968,  Status: Open,  Structure Length: 2.71m (8.89ft),  Average Daily Traffic: 7,877 (year 2020),  Truck Traffic: 13%,  Average Future Daily Traffic: 14,515 (year 2040),  Design Load: HS 20,  Features Intersected: UNNAMED WATERWAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.577,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 39.6m (129.9ft),  Skew: 21 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 8,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Good,  Culverts: Satisfactory,  Operating Rating: 50.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021

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Structure Number: 7169,  Location: 2.4 Mi E of I-10 Exit-135 (Lat: 32.286233,  Lng: -106.843336),  Route carried "on" structure: Interstate 10,  Year Built: 1971,  Status: Open,  Structure Length: 4.42m (14.50ft),  Average Daily Traffic: 19,232 (year 2020),  Truck Traffic: 13%,  Average Future Daily Traffic: 35,441 (year 2040),  Design Load: HS 20,  Features Intersected: Local Road (NM 359)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 220.400,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.5m (41.0ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 19.5m (64.0ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 13.7m (44.9ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 53.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present desirable criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 717,  Location: 2.4 Mi E of I-10 Exit-135 (Lat: 32.286436,  Lng: -106.843261),  Route carried "on" structure: Interstate 10,  Year Built: 1971,  Status: Open,  Structure Length: 4.42m (14.50ft),  Average Daily Traffic: 19,232 (year 2020),  Truck Traffic: 13%,  Average Future Daily Traffic: 35,441 (year 2040),  Design Load: HS 20,  Features Intersected: Local Road
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 220.400,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.6m (41.3ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 19.4m (63.6ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 13.7m (44.9ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Good,  Operating Rating: 53.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present desirable criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 7171,  Location: 3.5 Mi E of I-10 Exit-135 (Lat: 32.290431,  Lng: -106.825106),  Route carried "on" structure: Interstate 10,  Year Built: 1971,  Year Reconstructed: 2002,  Status: Open,  Structure Length: 29.99m (98.39ft),  Average Daily Traffic: 19,232 (year 2020),  Truck Traffic: 13%,  Average Future Daily Traffic: 35,441 (year 2040),  Design Load: HS 20,  Features Intersected: Rio Grande & Local Road
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 222.186,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 13.0m (42.7ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 12,  Length of Maximum Span: 24.5m (80.4ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 13.7m (44.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Fair,  Channel: Good,  Operating Rating: 52.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present desirable criteria,  Underclear: Superior to present desirable criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 7172,  Location: 3.5 Mi E I-10 Exit-135 (Lat: 32.290650,  Lng: -106.825097),  Route carried "on" structure: Interstate 10,  Year Built: 1971,  Year Reconstructed: 2002,  Status: Open,  Structure Length: 29.99m (98.39ft),  Average Daily Traffic: 19,232 (year 2020),  Truck Traffic: 13%,  Average Future Daily Traffic: 35,441 (year 2040),  Design Load: HS 20,  Features Intersected: Rio Grande/Local Rd
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 222.186,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 13.2m (43.3ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 12,  Length of Maximum Span: 24.7m (81.0ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 13.7m (44.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Fair,  Channel: Good,  Operating Rating: 52.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present desirable criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 7264,  Location: 7.4 Mi E of I-10 Exit-135 (Lat: 32.279189,  Lng: -106.765753),  Route carried "on" structure: Interstate 10,  Year Built: 1971,  Status: Open,  Structure Length: 5.99m (19.65ft),  Average Daily Traffic: 25,615 (year 2020),  Truck Traffic: 13%,  Average Future Daily Traffic: 47,204 (year 2040),  Design Load: HS 20,  Features Intersected: IG 1142 Ramp 'E'
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 228.237,  Lanes on structure: 2,  Lanes under structure: 1,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.9m (42.3ft),  Skew: 5 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 25.3m (83.0ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 13.7m (44.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 68.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 42.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present desirable criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 7265,  Location: 7.4 Mi E of I-10 Exit-135 (Lat: 32.279478,  Lng: -106.765900),  Route carried "on" structure: Interstate 10,  Year Built: 1971,  Year Reconstructed: 2016,  Status: Open,  Structure Length: 5.99m (19.65ft),  Average Daily Traffic: 25,615 (year 2020),  Truck Traffic: 13%,  Average Future Daily Traffic: 47,204 (year 2040),  Design Load: HS 20,  Features Intersected: Ramp E of I-10
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 228.237,  Lanes on structure: 2,  Lanes under structure: 1,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 13.0m (42.7ft),  Skew: 5 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 25.3m (83.0ft),  Curb-To-Curb Width: 8.0m (26.2ft),  Out-to-Out Width: 13.7m (44.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 68.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 42.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 7266,  Location: 1.8 M E Jct I-10/NM-26 (Lat: 32.277239,  Lng: -106.761900),  Route carried "on" structure: Interstate 10,  Year Built: 1971,  Year Reconstructed: 2016,  Status: Open,  Structure Length: 5.40m (17.72ft),  Average Daily Traffic: 17,333 (year 2020),  Truck Traffic: 13%,  Average Future Daily Traffic: 31,941 (year 2040),  Design Load: HS 20,  Features Intersected: UNION AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 228.704,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 19.1m (62.7ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 26.3m (86.3ft),  Curb-To-Curb Width: 18.3m (60.0ft),  Out-to-Out Width: 18.3m (60.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 72.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 42.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 7267,  Location: 1.8 M E Jct I_10/NM-26 (Lat: 32.277389,  Lng: -106.761792),  Route carried "on" structure: Interstate 10,  Year Built: 1971,  Year Reconstructed: 2016,  Status: Open,  Structure Length: 5.40m (17.72ft),  Average Daily Traffic: 17,333 (year 2020),  Truck Traffic: 13%,  Average Future Daily Traffic: 31,941 (year 2040),  Design Load: HS 20,  Features Intersected: E. UNION AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 228.704,  Lanes on structure: 2,  Lanes under structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 13.0m (42.7ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 26.3m (86.3ft),  Curb-To-Curb Width: 7.4m (24.3ft),  Out-to-Out Width: 13.7m (44.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 70.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 41.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of replacement,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 7268,  Location: 8.8 Mi E of I-10 Exit 135 (Lat: 32.268967,  Lng: -106.745628),  Route carried "on" structure: Interstate 10,  Year Built: 1972,  Status: Open,  Structure Length: 5.09m (16.70ft),  Average Daily Traffic: 17,333 (year 2020),  Truck Traffic: 13%,  Average Future Daily Traffic: 31,941 (year 2040),  Design Load: HS 20,  Features Intersected: Tortugas Arroyo
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 230.474,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.7m (41.7ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 7,  Length of Maximum Span: 7.6m (24.9ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 13.7m (44.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 58.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 34.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present desirable criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 7269,  Location: 8.8 Mi E of I-10 Exit 135 (Lat: 32.269128,  Lng: -106.745528),  Route carried "on" structure: Interstate 10,  Year Built: 1972,  Status: Open,  Structure Length: 5.12m (16.80ft),  Average Daily Traffic: 17,333 (year 2020),  Truck Traffic: 13%,  Average Future Daily Traffic: 31,941 (year 2040),  Design Load: HS 20,  Features Intersected: Tortugas Arroyo
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 230.474,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.7m (41.7ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 7,  Length of Maximum Span: 7.6m (24.9ft),  Curb-To-Curb Width: 12.9m (42.3ft),  Out-to-Out Width: 13.6m (44.6ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Good,  Operating Rating: 58.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 34.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 727,  Location: 8.8 MI E OF I-10 EXIT 135 (Lat: 32.268800,  Lng: -106.745800),  Route carried "on" structure: State highway 1035,  Year Built: 1972,  Status: Open,  Structure Length: 5.07m (16.63ft),  Average Daily Traffic: 3,510 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 5,720 (year 2040),  Design Load: HS 20,  Features Intersected: TORTUGAS ARROYO
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 12.0m (39.4ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 7,  Length of Maximum Span: 7.6m (24.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.1m (43.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 56.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 33.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 8182,  Location: .01 M W NM-292/ROADRUNNER (Lat: 32.305339,  Lng: -106.817700),  Route carried "on" structure: County highway 13091,  Year Built: 1979,  Status: Open,  Structure Length: 0.99m (3.25ft),  Average Daily Traffic: 260 (year 2020),  Average Future Daily Traffic: 481 (year 2040),  Design Load: HS 15,  Features Intersected: IRRIGATION CANAL,  Facility Carried by Structure: 13-C091
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Material/Design: Concrete,  Design/Construction: Channel Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.1m (29.9ft),  Curb-To-Curb Width: 7.4m (24.3ft),  Out-to-Out Width: 7.4m (24.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 51.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 30.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 8581,  Location: 1.3 Mi W Jct I-10/US-70 (Lat: 32.272117,  Lng: -106.921536),  Route carried "on" structure: State highway 1031,  Year Built: 1986,  Status: Open,  Structure Length: 7.19m (23.59ft),  Average Daily Traffic: 247 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 402 (year 2040),  Design Load: HS 20,  Features Intersected: I10 @ Airport Intrchng
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.161,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 13.3m (43.6ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 35.7m (117.1ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 14.2m (46.6ft)

Condition: Deck: Satisfactory,  Superstructure: Poor,  Substructure: Poor,  Operating Rating: 49.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 29.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Superior to present desirable criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 8818,  Location: 1.7 MI W OF NM-185/CRUCES (Lat: 32.310397,  Lng: -106.827675),  Route carried "on" structure: US 70,  Year Built: 1992,  Status: Open,  Structure Length: 17.31m (56.79ft),  Average Daily Traffic: 9,007 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 12,676 (year 2040),  Design Load: HS 20,  Features Intersected: RIO GRANDE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 233.596,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 19.7m (64.6ft),  Skew: 20 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 28.7m (94.2ft),  Curb or Sidewalk Widths: Left: 1.6m (5.2ft),  Right: 1.6m (5.2ft),  Curb-To-Curb Width: 20.6m (67.6ft),  Out-to-Out Width: 30.1m (98.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Very good,  Operating Rating: 53.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2022,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 9103,  Location: 1.82 M S Jct I-25 & US-70 (Lat: 32.327892,  Lng: -106.755550),  Route carried "on" structure: Interstate 25,  Year Built: 2001,  Status: Open,  Structure Length: 2.96m (9.71ft),  Average Daily Traffic: 40,730 (year 2020),  Truck Traffic: 13%,  Average Future Daily Traffic: 75,059 (year 2040),  Design Load: HS 20,  Features Intersected: Spruce Street (FL5549)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.081,  Lanes on structure: 4,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 29.9m (98.1ft),  Skew: 30 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 29.0m (95.1ft),  Curb-To-Curb Width: 30.9m (101.4ft),  Out-to-Out Width: 32.1m (105.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 72.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 25.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 9151,  Location: 0.1 M W I-25/US70 INTCHNG (Lat: 32.346900,  Lng: -106.770767),  Route carried "on" structure: US 70,  Year Built: 2002,  Status: Open,  Structure Length: 3.14m (10.30ft),  Average Daily Traffic: 18,104 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 25,476 (year 2040),  Design Load: HS 20,  Features Intersected: I-25 SBL ON RAMP
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 241.723,  Lanes on structure: 4,  Lanes under structure: 1,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 28.2m (92.5ft),  Skew: 20 degrees,  Material/Design: Concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 30.5m (100.1ft),  Curb-To-Curb Width: 31.9m (104.7ft),  Out-to-Out Width: 32.7m (107.3ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 36.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 21.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 9152,  Location: 0.15 Mi N Jct I-25 & US70 (Lat: 32.349461,  Lng: -106.770564),  Route carried "on" structure: Ramp Interstate 2006,  Year Built: 2001,  Status: Open,  Structure Length: 6.34m (20.80ft),  Average Daily Traffic: 2,720 (year 2020),  Truck Traffic: 13%,  Average Future Daily Traffic: 5,012 (year 2040),  Design Load: HS 20,  Features Intersected: I-25 NBL and SBL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.016,  Lanes on structure: 1,  Lanes under structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 7.4m (24.3ft),  Skew: 3 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 31.4m (103.0ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.2m (26.9ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 50.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 30.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 9153,  Location: US-70/I-25 INTERCHANGE (Lat: 32.349792,  Lng: -106.768258),  Route carried "on" structure: Ramp Interstate 2006,  Year Built: 2002,  Status: Open,  Structure Length: 5.10m (16.73ft),  Average Daily Traffic: 2,720 (year 2020),  Truck Traffic: 13%,  Average Future Daily Traffic: 5,012 (year 2040),  Design Load: HS 20,  Features Intersected: US-70 WB FRONTAGE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 7.2m (23.6ft),  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 19.9m (65.3ft),  Curb-To-Curb Width: 7.2m (23.6ft),  Out-to-Out Width: 8.1m (26.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 59.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 35.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 9154,  Location: US-70/I-25 INTERCHANGE (Lat: 32.349489,  Lng: -106.767475),  Route carried "on" structure: Ramp Interstate 2006,  Year Built: 2002,  Status: Open,  Structure Length: 5.11m (16.77ft),  Average Daily Traffic: 5,042 (year 2020),  Truck Traffic: 13%,  Average Future Daily Traffic: 9,291 (year 2040),  Design Load: HS 20,  Features Intersected: EB BATAAN MEMORIAL FR.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 7.7m (25.3ft),  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 19.9m (65.3ft),  Curb-To-Curb Width: 7.2m (23.6ft),  Out-to-Out Width: 8.1m (26.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 93.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 56.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 9173,  Location: 0.4 E JCT I-25/US-70 (Lat: 32.351872,  Lng: -106.764961),  Route carried "on" structure: US 70,  Year Built: 2002,  Status: Open,  Structure Length: 8.55m (28.05ft),  Average Daily Traffic: 33,428 (year 2020),  Truck Traffic: 37%,  Average Future Daily Traffic: 57,225 (year 2040),  Design Load: HS 20,  Features Intersected: DEL REY BOULAVARD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 242.528,  Lanes on structure: 6,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 16.2m (53.1ft),  Skew: 30 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 36.5m (119.8ft),  Curb-To-Curb Width: 32.8m (107.6ft),  Out-to-Out Width: 32.8m (107.6ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 64.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 20.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 9174,  Location: 1.2 M E OF EXIT 6 OF I-25 (Lat: 32.358067,  Lng: -106.757553),  Route carried "on" structure: US 70,  Year Built: 2003,  Status: Open,  Structure Length: 8.53m (27.99ft),  Average Daily Traffic: 40,474 (year 2020),  Truck Traffic: 37%,  Average Future Daily Traffic: 69,288 (year 2040),  Design Load: HS 20,  Features Intersected: ROADRUNNER PARKWAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 243.815,  Lanes on structure: 6,  Lanes under structure: 9,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 16.2m (53.1ft),  Skew: 30 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 36.6m (120.1ft),  Curb-To-Curb Width: 32.8m (107.6ft),  Out-to-Out Width: 35.2m (115.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 57.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 20.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 6.10m (20.01ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Bridge Improvement Cost: $150,000,  Roadway Improvement Cost: $50,000,  Total Project Cost: $500,000 ( Estimate for 2080),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 9206,  Location: 1.3 Mi E Jct I-25/US-70 (Lat: 32.364289,  Lng: -106.749828),  Route carried "on" structure: US 70,  Year Built: 2003,  Status: Open,  Structure Length: 4.00m (13.12ft),  Average Daily Traffic: 40,474 (year 2020),  Truck Traffic: 37%,  Average Future Daily Traffic: 69,288 (year 2040),  Design Load: HS 20,  Features Intersected: Rinconada Road-MP151.9
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 244.459,  Lanes on structure: 3,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 10.8m (35.4ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 39.6m (129.9ft),  Curb-To-Curb Width: 10.9m (35.8ft),  Out-to-Out Width: 11.6m (38.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 55.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of replacement,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing