Bridge Statistics for El Paso, Texas (TX)
Condition, Traffic, Stress, Structural Evaluation, Project Costs

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Structure Number: 240720B68640004,  Location: 0.10 MI E OF PERSHING DR (Lat: 31.788669,  Lng: -106.446475),  Route carried "on" structure: City street 48,  Year Built: 1974,  Status: Open,  Structure Length: 0.85m (2.79ft),  Average Daily Traffic: 8,450 (year 2015),  Average Future Daily Traffic: 10,000 (year 2035),  Design Load: H 20,  Features Intersected: GOVT. HILLS DRAIN,  Facility Carried by Structure: TROWBRIDGE DR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.161,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 18.3m (60.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 1.5m (4.9ft),  Curb or Sidewalk Widths: Left: 1.4m (4.6ft),  Right: 1.3m (4.3ft),  Curb-To-Curb Width: 18.3m (60.0ft),  Out-to-Out Width: 21.7m (71.2ft)

Condition: Channel: Good,  Culverts: Satisfactory,  Operating Rating: 39.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 23.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 240720B69000001,  Location: 0.05 MI S OF RIVERBEND (Lat: 31.826839,  Lng: -106.580408),  Route carried "on" structure: City street ,  Year Built: 1984,  Status: Open,  Structure Length: 1.83m (6.00ft),  Average Daily Traffic: 8,100 (year 2018),  Truck Traffic: 3%,  Average Future Daily Traffic: 1,810 (year 2038),  Design Load: HS 20,  Features Intersected: MONTOYA DRAINAGE DITCH,  Facility Carried by Structure: TURNSTONE DR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.402,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 14.0m (45.9ft),  Material/Design: Prestressed concrete,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 18.3m (60.0ft),  Curb or Sidewalk Widths: Left: 1.7m (5.6ft),  Right: 0.0m,  Curb-To-Curb Width: 14.1m (46.3ft),  Out-to-Out Width: 16.5m (54.1ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.83m (6.00ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Bridge Improvement Cost: $6,000,  Roadway Improvement Cost: $2,000,  Total Project Cost: $8,000,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 240720B69240001,  Location: 0.15 MI N OF FM 76 (Lat: 31.723075,  Lng: -106.332986),  Route carried "on" structure: City street ,  Year Built: 1990,  Status: Open,  Structure Length: 0.76m (2.49ft),  Average Daily Traffic: 50 (year 2017),  Average Future Daily Traffic: 300 (year 2037),  Design Load: HS 20,  Features Intersected: JUAN DE HERRERA LAT A,  Facility Carried by Structure: UPLAND ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.113,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.6m (24.9ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.1m (3.6ft),  Curb-To-Curb Width: 7.2m (23.6ft),  Out-to-Out Width: 9.1m (29.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 240720B69240002,  Location: 0.01 MI N OF FM 76 (Lat: 31.721769,  Lng: -106.333878),  Route carried "on" structure: City street ,  Year Built: 1970,  Status: Posted for load,  Structure Length: 1.37m (4.49ft),  Average Daily Traffic: 220 (year 2017),  Truck Traffic: 1%,  Average Future Daily Traffic: 851 (year 2037),  Features Intersected: MESA DRAIN,  Facility Carried by Structure: UPLAND ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.274,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Material/Design: Prestressed concrete,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 13.1m (43.0ft),  Curb or Sidewalk Widths: Left: 1.6m (5.2ft),  Right: 1.6m (5.2ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 14.7m (48.2ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 32.7 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 24.5 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present desirable criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 240720B69440001,  Location: AT INT VALDESPINO/ROSEWAY (Lat: 31.711497,  Lng: -106.345706),  Route carried "on" structure: City street ,  Year Built: 1990,  Status: Open,  Structure Length: 1.89m (6.20ft),  Average Daily Traffic: 1,400 (year 2010),  Truck Traffic: 2%,  Average Future Daily Traffic: 1,800 (year 2030),  Design Load: HS 20,  Features Intersected: FRANKLIN CANAL,  Facility Carried by Structure: VALDESPINO ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.016,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Skew: 4 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 18.9m (62.0ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 11.6m (38.1ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Length Of Structure Improvement: 1.89m (6.20ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 240720B69520001,  Location: 0.01 MI S OF EL PASO DR (Lat: 31.768594,  Lng: -106.408019),  Route carried "on" structure: City street ,  Year Built: 1974,  Status: Open,  Structure Length: 1.10m (3.61ft),  Average Daily Traffic: 840 (year 2010),  Truck Traffic: 1%,  Average Future Daily Traffic: 1,351 (year 2030),  Design Load: HS 20,  Features Intersected: FRANKLIN CANAL,  Facility Carried by Structure: VALENCIA PL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.016,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Prestressed concrete,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 11.0m (36.1ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 9.4m (30.8ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 44.4 metric tons,  Method Used To Determine Operating Rating: Assigned ratings based on Allowable Stress Design (ASD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned ratings based on Allowable Stress Design (ASD) reported in metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 1.10m (3.61ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Total Project Cost: $20,000,  Deck Structure Type: Concrete Precast Panels

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Structure Number: 240720B69580001,  Location: 0.10 MI S OF SH 20 (Lat: 31.768553,  Lng: -106.432858),  Route carried "on" structure: City street ,  Year Built: 1950,  Status: Open,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 9,190 (year 2015),  Truck Traffic: 6%,  Average Future Daily Traffic: 14,760 (year 2035),  Design Load: H 20,  Features Intersected: FRANKLIN CANAL,  Facility Carried by Structure: VAL VERDE ST.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.177,  Lanes on structure: 5,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 15.5m (50.9ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.4m (4.6ft),  Curb-To-Curb Width: 15.5m (50.9ft),  Out-to-Out Width: 19.3m (63.3ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 32.7 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 24.5 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.67m (2.20ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Bridge Improvement Cost: $2,000,  Roadway Improvement Cost: $1,000,  Total Project Cost: $3,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 240720B69691001,  Location: 0.15 MI N OF VAN HORN ST (Lat: 31.923006,  Lng: -106.418333),  Route carried "on" structure: City street ,  Year Built: 1977,  Status: Posted for load,  Structure Length: 1.83m (6.00ft),  Average Daily Traffic: 530 (year 2017),  Truck Traffic: 3%,  Average Future Daily Traffic: 851 (year 2037),  Features Intersected: DRAINAGE CHANNEL NO 1,  Facility Carried by Structure: WADSWORTH AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.032,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Material/Design: Prestressed concrete,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 9.1m (29.9ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.7m (5.6ft),  Curb-To-Curb Width: 11.2m (36.7ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 32.7 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 24.5 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than 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: April 2020,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 240720B70840001,  Location: 0.28 MI N OF RAILROAD DR (Lat: 31.850214,  Lng: -106.422656),  Route carried "on" structure: City street ,  Year Built: 1989,  Status: Open,  Structure Length: 1.68m (5.51ft),  Average Daily Traffic: 1,060 (year 2017),  Truck Traffic: 3%,  Average Future Daily Traffic: 2,700 (year 2037),  Design Load: HS 20,  Features Intersected: DIANA DRAINAGE DITCH,  Facility Carried by Structure: VULCAN AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.609,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 3.0m (9.8ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 18.4m (60.4ft)

Condition: Channel: Good,  Culverts: Satisfactory,  Operating Rating: 39.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 23.6 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,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 240720B71521001,  Location: 0.30 MI NE OF FM 76 (Lat: 31.701983,  Lng: -106.309719),  Route carried "on" structure: City street ,  Year Built: 1977,  Status: Posted for load,  Structure Length: 1.46m (4.79ft),  Average Daily Traffic: 2,990 (year 2010),  Truck Traffic: 1%,  Average Future Daily Traffic: 3,289 (year 2030),  Design Load: H 20,  Features Intersected: MESA DRAIN,  Facility Carried by Structure: WARWICK RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.563,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Material/Design: Prestressed concrete,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 14.6m (47.9ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 17.1m (56.1ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 32.7 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 24.5 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than 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: April 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 240720B71560001,  Location: 0.01 MI N OF US 62 (Lat: 31.767858,  Lng: -106.440650),  Route carried "on" structure: City street ,  Year Built: 1975,  Status: Open,  Structure Length: 1.10m (3.61ft),  Average Daily Traffic: 2,251 (year 2015),  Average Future Daily Traffic: 2,651 (year 2035),  Design Load: HS 20,  Features Intersected: FRANKLIN CANAL,  Facility Carried by Structure: WASHINGTON ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.483,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 11.3m (37.1ft),  Material/Design: Prestressed concrete,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 11.0m (36.1ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 13.1m (43.0ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 44.4 metric tons,  Method Used To Determine Operating Rating: Assigned ratings based on Allowable Stress Design (ASD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned ratings based on Allowable Stress Design (ASD) reported in metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Deck Structure Type: Concrete Precast Panels

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Structure Number: 240720B72240001,  Location: 0.15 MI NE OF FM 76 (Lat: 31.739664,  Lng: -106.359250),  Route carried "on" structure: City street ,  Year Built: 1970,  Status: Posted for load,  Structure Length: 1.72m (5.64ft),  Average Daily Traffic: 1,440 (year 2010),  Truck Traffic: 2%,  Average Future Daily Traffic: 2,380 (year 2030),  Features Intersected: MESA DRAIN,  Facility Carried by Structure: WEST DR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.241,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 4 degrees,  Material/Design: Prestressed concrete,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 17.2m (56.4ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 14.6m (47.9ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 32.7 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 24.5 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 240720B72540001,  Location: 0.50 MI W OF SH 20 (Lat: 31.706369,  Lng: -106.353622),  Route carried "on" structure: City street ,  Year Built: 1975,  Status: Posted for load,  Structure Length: 1.37m (4.49ft),  Average Daily Traffic: 1,470 (year 2010),  Truck Traffic: 2%,  Average Future Daily Traffic: 1,851 (year 2030),  Design Load: H 20,  Features Intersected: PLAYA DRAIN,  Facility Carried by Structure: WHITTIER DR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.805,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Material/Design: Prestressed concrete,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 13.7m (44.9ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 17.1m (56.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 32.7 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 24.5 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present desirable 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 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 240720B74070004,  Location: 0.10 MI NE OF FM 76 (Lat: 31.729625,  Lng: -106.346656),  Route carried "on" structure: City street 32,  Year Built: 1962,  Year Reconstructed: 1997,  Status: Posted for load,  Structure Length: 3.35m (10.99ft),  Average Daily Traffic: 18,230 (year 2017),  Average Future Daily Traffic: 21,000 (year 2037),  Features Intersected: MESA DRAIN,  Facility Carried by Structure: YARBROUGH DR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.159,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 18.9m (62.0ft),  Skew: 26 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 16.8m (55.1ft),  Curb or Sidewalk Widths: Left: 1.9m (6.2ft),  Right: 1.9m (6.2ft),  Curb-To-Curb Width: 19.0m (62.3ft),  Out-to-Out Width: 30.5m (100.1ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 32.7 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 24.5 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 240720B74070006,  Location: 0.10 MI NE OF SH 20 (Lat: 31.722375,  Lng: -106.351836),  Route carried "on" structure: City street 32,  Year Built: 2012,  Status: Open,  Structure Length: 6.71m (22.01ft),  Average Daily Traffic: 11,980 (year 2010),  Average Future Daily Traffic: 15,000 (year 2030),  Design Load: HL 93,  Features Intersected: UP RAILROAD,  Facility Carried by Structure: YARBROUGH DR SB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.189,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 2,  Length of Maximum Span: 36.6m (120.1ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 9.5m (31.2ft),  Out-to-Out Width: 12.0m (39.4ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Deck Structure Type: Concrete Precast Panels

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Structure Number: 240720B74070007,  Location: 0.10 MI NE OF SH 20 (Lat: 31.721719,  Lng: -106.352039),  Route carried "on" structure: City street 32,  Year Built: 2012,  Status: Open,  Structure Length: 6.71m (22.01ft),  Average Daily Traffic: 11,970 (year 2010),  Average Future Daily Traffic: 15,000 (year 2030),  Design Load: HL 93,  Features Intersected: UP RAILROAD,  Facility Carried by Structure: YARBROUGH DR NB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.205,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 2,  Length of Maximum Span: 36.6m (120.1ft),  Curb or Sidewalk Widths: Left: 1.6m (5.2ft),  Right: 0.0m,  Curb-To-Curb Width: 9.6m (31.5ft),  Out-to-Out Width: 12.0m (39.4ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Meets minimum limits,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Deck Structure Type: Concrete Precast Panels

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Structure Number: 240720B74070012,  Location: 0.15 MI SW OF SH 20 (Lat: 31.719553,  Lng: -106.355556),  Route carried "on" structure: City street 32,  Year Built: 1980,  Status: Open,  Structure Length: 1.40m (4.59ft),  Average Daily Traffic: 14,070 (year 2010),  Average Future Daily Traffic: 14,450 (year 2030),  Design Load: HS 20,  Features Intersected: FRANKLIN CANAL,  Facility Carried by Structure: YARBROUGH DR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.241,  Lanes on structure: 7,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 26.8m (87.9ft),  Skew: 21 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 14.0m (45.9ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 26.8m (87.9ft),  Out-to-Out Width: 33.4m (109.6ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  Channel: Good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 240720B74640001,  Location: 1.5 MI S JCT SH 20 (Lat: 31.671053,  Lng: -106.336914),  Route carried "on" structure: City street ,  Year Built: 1990,  Status: Open,  Structure Length: 24.51m (80.41ft),  Average Daily Traffic: 10,500 (year 2010),  Average Future Daily Traffic: 10,550 (year 2030),  Features Intersected: RIO GRANDE RIVER,  Facility Carried by Structure: ZARAGOSA INTL TRK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.499,  Lanes on structure: 4,  Toll: Toll bridge,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 15.9m (52.2ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 8,  Number Of Approach Spans: 1,  Length of Maximum Span: 28.3m (92.8ft),  Curb-To-Curb Width: 17.4m (57.1ft),  Out-to-Out Width: 18.3m (60.0ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 68.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 40.8 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 desirable criteria,  Length Of Structure Improvement: 24.51m (80.41ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 240720B74640002,  Location: 1.5 MI S JCT SH 20 (Lat: 31.671308,  Lng: -106.337081),  Route carried "on" structure: City street ,  Year Built: 1990,  Status: Open,  Structure Length: 24.51m (80.41ft),  Average Daily Traffic: 10,500 (year 2010),  Average Future Daily Traffic: 10,550 (year 2030),  Features Intersected: RIO GRANDE RIVER,  Facility Carried by Structure: ZARAGOSA INTL CARS
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.499,  Lanes on structure: 4,  Toll: Toll bridge,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 15.9m (52.2ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 8,  Number Of Approach Spans: 1,  Length of Maximum Span: 28.3m (92.8ft),  Curb or Sidewalk Widths: Left: 3.0m (9.8ft),  Right: 3.0m (9.8ft),  Curb-To-Curb Width: 15.9m (52.2ft),  Out-to-Out Width: 22.6m (74.1ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 68.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 40.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 24.51m (80.41ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 240720B74640003,  Location: 0.3 MI N OF SH 20 (Lat: 31.696383,  Lng: -106.327506),  Route carried "on" structure: City street 35,  Year Built: 1977,  Status: Open,  Structure Length: 1.01m (3.31ft),  Average Daily Traffic: 28,890 (year 2010),  Average Future Daily Traffic: 35,000 (year 2030),  Design Load: HS 20,  Features Intersected: FRANKLIN CANAL,  Facility Carried by Structure: ZARAGOSA RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.336,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Skew: 2 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 10.1m (33.1ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 14.6m (47.9ft),  Out-to-Out Width: 18.9m (62.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Very good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.01m (3.31ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Bridge Improvement Cost: $3,000,  Roadway Improvement Cost: $1,000,  Total Project Cost: $4,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 240720LH5078001,  Location: .27 Mi. N. Of SH 178 (Lat: 31.886314,  Lng: -106.585969),  Route carried "on" structure: City street ,  Year Built: 2011,  Status: Open,  Structure Length: 0.88m (2.89ft),  Average Daily Traffic: 2,895 (year 2017),  Average Future Daily Traffic: 2,895 (year 2017),  Design Load: HL 93,  Features Intersected: DRAIN,  Facility Carried by Structure: BERRINGER STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.435,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.0m (13.1ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 1.2m (3.9ft)

Condition: Channel: Very good,  Culverts: Good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons,  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020

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Structure Number: 240720LH5078002,  Location: .5 Mi. N. OF SH 178 (Lat: 31.890681,  Lng: -106.586294),  Route carried "on" structure: City street ,  Year Built: 2011,  Status: Open,  Structure Length: 0.88m (2.89ft),  Average Daily Traffic: 2,895 (year 2017),  Average Future Daily Traffic: 2,995 (year 2037),  Design Load: HL 93,  Features Intersected: DRAIN,  Facility Carried by Structure: BERRINGER STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.805,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.0m (13.1ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 17.2m (56.4ft)

Condition: Channel: Very good,  Culverts: Good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 240720LH9000001,  Location: 100 FT. W. OF MONTECILLO (Lat: 31.808433,  Lng: -106.514967),  Route carried "on" structure: City street ,  Year Built: 2018,  Status: Open,  Structure Length: 1.92m (6.30ft),  Average Daily Traffic: 50 (year 2018),  Average Future Daily Traffic: 100 (year 2038),  Design Load: HL 93,  Features Intersected: DRAIN,  Facility Carried by Structure: CASTELLANO DR.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.609,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 8.7m (28.5ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 19.2m (63.0ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Very good,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than 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 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 240720LZ5625001,  Location: 0.10 MI N OF LP 375 WBFR (Lat: 31.909478,  Lng: -106.572586),  Route carried "on" structure: City street ,  Year Built: 2015,  Status: Open,  Structure Length: 1.59m (5.22ft),  Average Daily Traffic: 50 (year 2017),  Average Future Daily Traffic: 100 (year 2037),  Design Load: H 20,  Features Intersected: DRAW,  Facility Carried by Structure: BLUFF CREEK ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.161,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 2.4m (7.9ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 32.6m (107.0ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 32.7 metric tons,  Method Used To Determine Operating Rating: No rating analysis performed,  Inventory Rating: 24.5 metric tons,  Method Used To Determine Inventory Rating: No rating analysis performed,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable 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 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 222400008614193,  Location: 0.80 MI S OF US 59 (Lat: 27.516700,  Lng: -99.448731),  Route carried "under" structure: State highway 400,  Year Built: 2017,  Structure Length: 0. m,  Average Daily Traffic: 5,000 (year 2019),  Truck Traffic: 5%,  Features Intersected: SP 400,  Facility Carried by Structure: LP 20 ML
Minimum Vertical Clearance: 5.56m (18.24ft),  Kilometerpoint: 0.016,  Lanes on structure: 4,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 40.5m (132.9ft)

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Structure Number: 222400008614197,  Location: 2.3 MI W OF IH 35 (Lat: 27.613181,  Lng: -99.466169),  Route carried "under" structure: State highway ,  Year Built: 2017,  Structure Length: 0. m,  Average Daily Traffic: 8,660 (year 2013),  Truck Traffic: 5%,  Features Intersected: INTERNATIONAL BLVD,  Facility Carried by Structure: LP 20 WBML
Minimum Vertical Clearance: 6.22m (20.41ft),  Kilometerpoint: 6.309,  Lanes on structure: 2,  Lanes under structure: 6,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 30.5m (100.1ft)

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Structure Number: 222400008614198,  Location: 2.3 MI W OF IH 35 (Lat: 27.613181,  Lng: -99.466169),  Route carried "under" structure: City street ,  Year Built: 2017,  Structure Length: 0. m,  Average Daily Traffic: 8,000 (year 2019),  Features Intersected: INTERNATIONAL BLVD,  Facility Carried by Structure: LP 20 EBML
Minimum Vertical Clearance: 5.33m (17.49ft),  Kilometerpoint: 6.244,  Lanes on structure: 2,  Lanes under structure: 6,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 30.5m (100.1ft)

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Structure Number: 240720000101068,  Location: 0.7 MI W OF IH 10 (Lat: 31.879100,  Lng: -106.594325),  Route carried "under" structure: State highway 20,  Year Built: 2000,  Structure Length: 0. m,  Average Daily Traffic: 14,550 (year 2010),  Truck Traffic: 7%,  Features Intersected: SH 20 & BNSF RR,  Facility Carried by Structure: SH 178 (ARTCRAFT)
Minimum Vertical Clearance: 7.06m (23.16ft),  Kilometerpoint: 13.789,  Lanes on structure: 6,  Lanes under structure: 8,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 36.6m (120.1ft)

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Structure Number: 240720000102228,  Location: 0.75 MI SE OF US 85 (Lat: 31.795622,  Lng: -106.531456),  Route carried "under" structure: City street ,  Year Built: 2018,  Structure Length: 0. m,  Average Daily Traffic: 5,000 (year 2015),  Truck Traffic: 5%,  Features Intersected: DONIPHAN DRIVE WB,  Facility Carried by Structure: SL 375
Minimum Vertical Clearance: 5.49m (18.01ft),  Kilometerpoint: 0.000,  Lanes on structure: 5,  Lanes under structure: 1,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 44.5m (146.0ft)

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Structure Number: 240720000104057,  Location: 1.6 MI W OF IH 110 (Lat: 31.761783,  Lng: -106.473731),  Route carried "under" structure: US 62,  Year Built: 1971,  Structure Length: 0. m,  Average Daily Traffic: 14,010 (year 2013),  Truck Traffic: 11%,  Features Intersected: US 62 & UP RR YARD,  Facility Carried by Structure: COTTON ST SB
Minimum Vertical Clearance: 6.04m (19.82ft),  Kilometerpoint: 10.675,  Lanes on structure: 2,  Lanes under structure: 7,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 26.8m (87.9ft)

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Structure Number: 240720000104066,  Location: 1.2 MI W OF IH 10 (Lat: 31.762325,  Lng: -106.468672),  Route carried "under" structure: City street ,  Year Built: 1988,  Structure Length: 0. m,  Average Daily Traffic: 1,000 (year 2009),  Features Intersected: UP RR CANAL AND STREETS,  Facility Carried by Structure: US 62 EB
Minimum Vertical Clearance: 4.17m (13.68ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 24.4m (80.1ft)

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Structure Number: 240720000104069,  Location: 1.6 MI S OF IH 10 (Lat: 31.759144,  Lng: -106.473592),  Route carried "under" structure: US 62,  Year Built: 1971,  Structure Length: 0. m,  Average Daily Traffic: 18,280 (year 2009),  Truck Traffic: 8%,  Features Intersected: US62 UPRR YARD OVERLAND,  Facility Carried by Structure: COTTON ST NB
Minimum Vertical Clearance: 6.35m (20.83ft),  Kilometerpoint: 10.675,  Lanes on structure: 2,  Lanes under structure: 7,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 26.8m (87.9ft)

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Structure Number: 240720000104226,  Location: 1.20 MI W OF IH 10 (Lat: 31.763683,  Lng: -106.467650),  Route carried "under" structure: City street ,  Year Built: 1988,  Structure Length: 0. m,  Average Daily Traffic: 1,000 (year 2009),  Features Intersected: UP RR CANAL STREETS,  Facility Carried by Structure: US 62 WB
Minimum Vertical Clearance: 4.47m (14.67ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 24.4m (80.1ft)

Structure Number: 240720000202183,  Location: JCT SH 20/L375,  Route carried "under" structure: State highway 20,  Year Built: 2000,  Structure Length: 0. m,  Average Daily Traffic: 1,000 (year 2010),  Features Intersected: SH 20 ALAMEDA AVE,  Facility Carried by Structure: LOOP 375 NB
Minimum Vertical Clearance: 5.64m (18.50ft),  Kilometerpoint: 53.477,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 33.0m (108.3ft)

Structure Number: 240720000202184,  Location: JCT SH20/L375,  Route carried "under" structure: State highway 20,  Year Built: 2000,  Structure Length: 0. m,  Average Daily Traffic: 1,000 (year 2010),  Features Intersected: SH 20/ALAMEDA AVE,  Facility Carried by Structure: LOOP 375 SB
Minimum Vertical Clearance: 5.64m (18.50ft),  Kilometerpoint: 53.501,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 32.9m (107.9ft)

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Structure Number: 240720016701009,  Location: 0.6 MI N OF IH 10 (Lat: 31.781592,  Lng: -106.441264),  Route carried "under" structure: US 54,  Year Built: 1970,  Structure Length: 0. m,  Average Daily Traffic: 94,120 (year 2013),  Truck Traffic: 5%,  Features Intersected: US 54,  Facility Carried by Structure: YANDELL ST.
Minimum Vertical Clearance: 5.16m (16.93ft),  Kilometerpoint: 10.021,  Lanes on structure: 5,  Lanes under structure: 12,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 27.4m (89.9ft)

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Structure Number: 240720016701012,  Location: 0.80 MI N OF IH 10 (Lat: 31.788628,  Lng: -106.441192),  Route carried "under" structure: US 54,  Year Built: 1970,  Structure Length: 0. m,  Average Daily Traffic: 94,120 (year 2013),  Truck Traffic: 5%,  Features Intersected: TROWBRIDGE DR,  Facility Carried by Structure: TROWBRIDGE DR
Minimum Vertical Clearance: 5.74m (18.83ft),  Kilometerpoint: 10.824,  Lanes on structure: 5,  Lanes under structure: 14,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 35.1m (115.2ft)

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Structure Number: 240720016701013,  Location: 1.20 MI N OF IH 10 (Lat: 31.794711,  Lng: -106.441742),  Route carried "under" structure: US 54,  Year Built: 1970,  Structure Length: 0. m,  Average Daily Traffic: 94,120 (year 2013),  Truck Traffic: 5%,  Features Intersected: ALTURA AVE,  Facility Carried by Structure: ALTURA AVE
Minimum Vertical Clearance: 5.54m (18.18ft),  Kilometerpoint: 11.500,  Lanes on structure: 5,  Lanes under structure: 12,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 31.7m (104.0ft)

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Structure Number: 240720016701014,  Location: 2.8 MI N OF IH 10 (Lat: 31.812517,  Lng: -106.441342),  Route carried "under" structure: US 54,  Year Built: 1970,  Structure Length: 0. m,  Average Daily Traffic: 58,030 (year 2013),  Truck Traffic: 10%,  Features Intersected: CASSIDY RD,  Facility Carried by Structure: CASSIDY RD
Minimum Vertical Clearance: 6.04m (19.82ft),  Kilometerpoint: 13.481,  Lanes on structure: 4,  Lanes under structure: 10,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 32.3m (106.0ft)

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Structure Number: 240720016701024,  Location: INTERSECTION I10 & US54 (Lat: 31.778889,  Lng: -106.442331),  Route carried "under" structure: Ramp US 54,  Year Built: 1973,  Structure Length: 0. m,  Average Daily Traffic: 1 (year 2010),  Truck Traffic: 6%,  Features Intersected: RAMP E
Minimum Vertical Clearance: 4.62m (15.16ft),  Kilometerpoint: 0.002,  Lanes on structure: 2,  Lanes under structure: 3,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 31.7m (104.0ft)

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Structure Number: 240720016701026,  Location: 0.95 MI N OF LP 375 (Lat: 31.913144,  Lng: -106.441839),  Route carried "under" structure: City street ,  Year Built: 2005,  Structure Length: 0. m,  Average Daily Traffic: 1,000 (year 2017),  Features Intersected: US 54 WB,  Facility Carried by Structure: US 54 WB
Minimum Vertical Clearance: 5.79m (19.00ft),  Kilometerpoint: 0.002,  Lanes on structure: 2,  Lanes under structure: 7,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 28.7m (94.2ft)

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Structure Number: 240720016701028,  Location: INTERSECTION I10 & US54 (Lat: 31.777058,  Lng: -106.437272),  Route carried "under" structure: City street 214,  Year Built: 1973,  Structure Length: 0. m,  Average Daily Traffic: 500 (year 2010),  Truck Traffic: 1%,  Features Intersected: DURAZNO ROSA MARR RAD GT,  Facility Carried by Structure: IH110 NB TO IH10EB
Minimum Vertical Clearance: 4.29m (14.07ft),  Kilometerpoint: 1.732,  Lanes on structure: 1,  Lanes under structure: 11,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 28.7m (94.2ft)

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Structure Number: 240720016701035,  Location: 0.65 MI N OF IH 10 (Lat: 31.787533,  Lng: -106.441878),  Route carried "under" structure: Ramp US 54,  Year Built: 1973,  Structure Length: 0. m,  Average Daily Traffic: 9,520 (year 2009),  Truck Traffic: 8%,  Features Intersected: US 54 SB OFF-RP
Minimum Vertical Clearance: 5.18m (16.99ft),  Kilometerpoint: 10.599,  Lanes on structure: 1,  Lanes under structure: 1,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 30.5m (100.1ft)

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Structure Number: 240720016701036,  Location: 0.50 MI N OF IH 10 (Lat: 31.784847,  Lng: -106.440575),  Route carried "under" structure: Ramp US 54,  Year Built: 1973,  Structure Length: 0. m,  Average Daily Traffic: 9,520 (year 2009),  Truck Traffic: 8%,  Features Intersected: US 54 NB ON-RP
Minimum Vertical Clearance: 5.44m (17.85ft),  Kilometerpoint: 10.364,  Lanes on structure: 1,  Lanes under structure: 1,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 30.5m (100.1ft)

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Structure Number: 240720016701039,  Location: 0.3 MI S OF LP 478 (Lat: 31.846625,  Lng: -106.440142),  Route carried "under" structure: US 54,  Year Built: 1974,  Structure Length: 0. m,  Average Daily Traffic: 47,540 (year 2013),  Truck Traffic: 11%,  Features Intersected: JULIAN AVE TANK CR,  Facility Carried by Structure: JULIAN AVE TANK CR
Minimum Vertical Clearance: 5.92m (19.42ft),  Kilometerpoint: 17.539,  Lanes on structure: 2,  Lanes under structure: 12,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 39.6m (129.9ft)

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Structure Number: 240720016701041,  Location: 0.20 MI N OF US 62 (Lat: 31.770333,  Lng: -106.447697),  Route carried "under" structure: US 54,  Year Built: 1972,  Structure Length: 0. m,  Average Daily Traffic: 11,570 (year 2013),  Truck Traffic: 8%,  Features Intersected: US 54
Minimum Vertical Clearance: 6.12m (20.08ft),  Kilometerpoint: 2.575,  Lanes on structure: 3,  Lanes under structure: 5,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 48.5m (159.1ft)

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Structure Number: 240720016701044,  Location: 1.6 MI N OF IH 10 (Lat: 31.800192,  Lng: -106.440997),  Route carried "under" structure: City street ,  Year Built: 1978,  Structure Length: 0. m,  Average Daily Traffic: 1,000 (year 2013),  Features Intersected: US 54 NB,  Facility Carried by Structure: US 54 NB
Minimum Vertical Clearance: 5.05m (16.57ft),  Kilometerpoint: 3.763,  Lanes on structure: 5,  Lanes under structure: 5,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 25.9m (85.0ft)

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Structure Number: 240720016701045,  Location: 1.6 MI N OF IH 10 (Lat: 31.800311,  Lng: -106.440753),  Route carried "under" structure: ServiceUS ,  Year Built: 1978,  Structure Length: 0. m,  Average Daily Traffic: 1,000 (year 2013),  Truck Traffic: 5%,  Features Intersected: US 54 NBFR,  Facility Carried by Structure: US 54 NB FR
Minimum Vertical Clearance: 5.05m (16.57ft),  Kilometerpoint: 3.800,  Lanes on structure: 2,  Lanes under structure: 7,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 38.1m (125.0ft)

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Structure Number: 240720016701045,  Location: 1.6 MI N OF IH 10 (Lat: 31.800311,  Lng: -106.440753),  Route carried "under" structure: Ramp US ,  Year Built: 1978,  Structure Length: 0. m,  Average Daily Traffic: 1,000 (year 2013),  Truck Traffic: 5%,  Features Intersected: US 54 NBFR,  Facility Carried by Structure: US 54 NB FR
Minimum Vertical Clearance: 5.05m (16.57ft),  Kilometerpoint: 3.800,  Lanes on structure: 2,  Lanes under structure: 7,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 38.1m (125.0ft)

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Structure Number: 240720016701045,  Location: 1.6 MI N OF IH 10 (Lat: 31.800311,  Lng: -106.440753),  Route carried "under" structure: City street ,  Year Built: 1978,  Structure Length: 0. m,  Average Daily Traffic: 1,000 (year 2013),  Features Intersected: US 54 NBFR,  Facility Carried by Structure: US 54 NB FR
Minimum Vertical Clearance: 5.05m (16.57ft),  Kilometerpoint: 3.800,  Lanes on structure: 2,  Lanes under structure: 7,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 38.1m (125.0ft)

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Structure Number: 24072001670105,  Location: 0.7 MI N OF VAN BUREN (Lat: 31.824678,  Lng: -106.436294),  Route carried "under" structure: US 54,  Year Built: 1976,  Structure Length: 0. m,  Average Daily Traffic: 58,030 (year 2013),  Truck Traffic: 10%,  Features Intersected: US 54,  Facility Carried by Structure: RAILROAD DR SB
Minimum Vertical Clearance: 7.62m (25.00ft),  Kilometerpoint: 14.779,  Lanes on structure: 2,  Lanes under structure: 9,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 45.1m (148.0ft)

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Structure Number: 24072001670105,  Location: 0.7 MI N OF VAN BUREN (Lat: 31.824678,  Lng: -106.436294),  Route carried "under" structure: City street ,  Year Built: 1976,  Structure Length: 0. m,  Average Daily Traffic: 58,030 (year 2013),  Truck Traffic: 10%,  Features Intersected: SHERIDAN RD,  Facility Carried by Structure: RAILROAD DR SB
Minimum Vertical Clearance: 7.62m (25.00ft),  Kilometerpoint: 14.779,  Lanes on structure: 2,  Lanes under structure: 9,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 45.1m (148.0ft)

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Structure Number: 240720016701051,  Location: 1.8 MI S OF L478(DYER ST) (Lat: 31.825797,  Lng: -106.438053),  Route carried "under" structure: City street ,  Year Built: 1980,  Structure Length: 0. m,  Average Daily Traffic: 1,550 (year 2011),  Features Intersected: FRED WILSON RD,  Facility Carried by Structure: US 54 NB
Minimum Vertical Clearance: 5.01m (16.44ft),  Kilometerpoint: 1.670,  Lanes on structure: 3,  Lanes under structure: 9,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 34.1m (111.9ft)

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Structure Number: 240720016701052,  Location: 1.6 MI S OF L478(DYER ST) (Lat: 31.830275,  Lng: -106.439331),  Route carried "under" structure: City street ,  Year Built: 1980,  Structure Length: 0. m,  Average Daily Traffic: 1,550 (year 2011),  Features Intersected: BROADDUS AVE,  Facility Carried by Structure: US 54 NB
Minimum Vertical Clearance: 5.03m (16.50ft),  Kilometerpoint: 1.267,  Lanes on structure: 5,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 22.9m (75.1ft)

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Structure Number: 240720016701064,  Location: 0.45 MI N OF IH 10 (Lat: 31.783569,  Lng: -106.441211),  Route carried "under" structure: US 54,  Year Built: 1970,  Structure Length: 0. m,  Average Daily Traffic: 95,240 (year 2009),  Truck Traffic: 8%,  Features Intersected: US 54,  Facility Carried by Structure: MONTANA AVE
Minimum Vertical Clearance: 5.44m (17.85ft),  Kilometerpoint: 10.261,  Lanes on structure: 5,  Lanes under structure: 14,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 35.7m (117.1ft)

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Structure Number: 240720016701065,  Location: 0.40 MI N OF US 62 (Lat: 31.773111,  Lng: -106.444928),  Route carried "under" structure: State highway 20,  Year Built: 1973,  Structure Length: 0. m,  Average Daily Traffic: 9,300 (year 2013),  Truck Traffic: 9%,  Features Intersected: SH 20 (ALAMEDA),  Facility Carried by Structure: IH 110 NB (RAMP W)
Minimum Vertical Clearance: 5.56m (18.24ft),  Kilometerpoint: 7.046,  Lanes on structure: 3,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 29.9m (98.1ft)

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Structure Number: 240720016701067,  Location: 1.8 MI S OF L478(DYER ST) (Lat: 31.825786,  Lng: -106.438172),  Route carried "under" structure: City street ,  Year Built: 1980,  Structure Length: 0. m,  Average Daily Traffic: 1,550 (year 2011),  Features Intersected: FRED WILSON RD,  Facility Carried by Structure: US 54 SB
Minimum Vertical Clearance: 5.01m (16.44ft),  Kilometerpoint: 1.640,  Lanes on structure: 3,  Lanes under structure: 9,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 34.1m (111.9ft)

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Structure Number: 240720016701068,  Location: 1.6 MI S OF L478 (DYER) (Lat: 31.830781,  Lng: -106.439933),  Route carried "under" structure: City street ,  Year Built: 1980,  Structure Length: 0. m,  Average Daily Traffic: 1,550 (year 2011),  Features Intersected: BROADDUS AVE,  Facility Carried by Structure: US 54 SB
Minimum Vertical Clearance: 5.03m (16.50ft),  Kilometerpoint: 1.231,  Lanes on structure: 4,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 22.9m (75.1ft)

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Structure Number: 240720016701069,  Location: 0.7 MI S OF L478(DYER ST) (Lat: 31.841011,  Lng: -106.439653),  Route carried "under" structure: City street ,  Year Built: 1980,  Structure Length: 0. m,  Average Daily Traffic: 1,550 (year 2011),  Features Intersected: ELLERTHORPE AVE,  Facility Carried by Structure: US 54 NB
Minimum Vertical Clearance: 5.05m (16.57ft),  Kilometerpoint: 0.523,  Lanes on structure: 4,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 22.9m (75.1ft)

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Structure Number: 24072001670107,  Location: 0.7 MI S OF L478(DYER ST) (Lat: 31.841578,  Lng: -106.440175),  Route carried "under" structure: City street ,  Year Built: 1980,  Structure Length: 0. m,  Average Daily Traffic: 1,550 (year 2011),  Features Intersected: ELLERTHORPE AVE,  Facility Carried by Structure: US 54 SB
Minimum Vertical Clearance: 5.05m (16.57ft),  Kilometerpoint: 0.488,  Lanes on structure: 4,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 22.9m (75.1ft)