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

Find on map >>   Show street view

Structure Number: 9014000150544,  Location: 0.75 MI NE OF FM 93 (Lat: 31.065050,  Lng: -97.445917),  Route carried "on" structure: State highway 817,  Year Built: 1994,  Status: Open,  Structure Length: 2.77m (9.09ft),  Average Daily Traffic: 2,936 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 4,740 (year 2035),  Design Load: HS 20,  Features Intersected: PECAN BAYOU
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.696,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 13.1m (43.0ft),  Material/Design: Concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 9.1m (29.9ft),  Curb-To-Curb Width: 13.2m (43.3ft),  Out-to-Out Width: 14.0m (45.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  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: 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: March 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: 90140001505445,  Location: 0.50 MI S OF FM 93 (Lat: 31.054339,  Lng: -97.464461),  Route carried "on" structure: State highway 317,  Year Built: 1999,  Status: Open,  Structure Length: 11.80m (38.71ft),  Average Daily Traffic: 11,637 (year 2020),  Truck Traffic: 13%,  Average Future Daily Traffic: 14,580 (year 2035),  Design Load: HS 20,  Features Intersected: NOLAN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 32.940,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 15.5m (50.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 23.5m (77.1ft),  Curb or Sidewalk Widths: Left: 2.0m (6.6ft),  Right: 2.0m (6.6ft),  Curb-To-Curb Width: 15.6m (51.2ft),  Out-to-Out Width: 20.2m (66.3ft)

Condition: Deck: 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: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Deck Structure Type: Concrete Precast Panels

Find on map >>   Show street view

Structure Number: 90140001506195,  Location: 0.10 MI W OF IH 35 (Lat: 31.015767,  Lng: -97.484289),  Route carried "on" structure: ServiceInterstate 35,  Year Built: 1962,  Status: Open,  Structure Length: 0.70m (2.30ft),  Average Daily Traffic: 1,040 (year 2015),  Truck Traffic: 1%,  Average Future Daily Traffic: 1,460 (year 2035),  Design Load: HS 20,  Features Intersected: SKINNER BRANCH,  Facility Carried by Structure: SHANKLIN RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 20.680,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.1m (6.9ft)

Condition: Channel: Satisfactory,  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,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021

Find on map >>   Show street view

Structure Number: 90140001506529,  Location: 2.60 MI SW OF LP 121 (Lat: 30.997769,  Lng: -97.495303),  Route carried "on" structure: County highway ,  Year Built: 2012,  Status: Open,  Structure Length: 7.92m (25.98ft),  Average Daily Traffic: 200 (year 2015),  Average Future Daily Traffic: 350 (year 2035),  Design Load: HL 93,  Features Intersected: IH 35,  Facility Carried by Structure: TAHUAYA RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.274,  Lanes on structure: 4,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 16.5m (54.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 42.7m (140.1ft),  Curb-To-Curb Width: 15.7m (51.5ft),  Out-to-Out Width: 16.5m (54.1ft)

Condition: Deck: Good,  Superstructure: 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: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.03m (0.10ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Deck Structure Type: Concrete Precast Panels

Find on map >>   Show street view

Structure Number: 9014000150653,  Location: 1.05 MI S OF FM 436 (Lat: 31.030442,  Lng: -97.474333),  Route carried "on" structure: State highway 121,  Year Built: 2011,  Status: Open,  Structure Length: 7.62m (25.00ft),  Average Daily Traffic: 2,600 (year 2010),  Truck Traffic: 5%,  Average Future Daily Traffic: 4,100 (year 2030),  Design Load: HL 93,  Features Intersected: IH 35
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.863,  Lanes on structure: 4,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 18.3m (60.0ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 38.1m (125.0ft),  Curb or Sidewalk Widths: Left: 3.0m (9.8ft),  Right: 3.0m (9.8ft),  Curb-To-Curb Width: 23.2m (76.1ft),  Out-to-Out Width: 47.5m (155.8ft)

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: 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: March 2021,  Deck Structure Type: Concrete Precast Panels

Find on map >>   Show street view

Structure Number: 90140001506531,  Location: 1.20 MI SW OF LP 121 (Lat: 31.015672,  Lng: -97.483356),  Route carried "on" structure: County highway ,  Year Built: 2012,  Status: Open,  Structure Length: 7.92m (25.98ft),  Average Daily Traffic: 200 (year 2015),  Average Future Daily Traffic: 400 (year 2035),  Design Load: HL 93,  Features Intersected: IH 35,  Facility Carried by Structure: SHANKLIN RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 17.864,  Lanes on structure: 4,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 25.6m (84.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 42.7m (140.1ft),  Curb or Sidewalk Widths: Left: 3.0m (9.8ft),  Right: 0.0m,  Curb-To-Curb Width: 25.6m (84.0ft),  Out-to-Out Width: 29.3m (96.1ft)

Condition: Deck: Good,  Superstructure: 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: 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: Febuary 2021,  Deck Structure Type: Concrete Precast Panels

Find on map >>   Show street view

Structure Number: 90140001506532,  Location: 2.25 MI SW OF LP 121 (Lat: 31.001800,  Lng: -97.492000),  Route carried "on" structure: Interstate 35,  Year Built: 2016,  Status: Open,  Structure Length: 14.63m (48.00ft),  Average Daily Traffic: 61,254 (year 2020),  Truck Traffic: 20%,  Average Future Daily Traffic: 1 (year 1900),  Design Load: HL 93,  Features Intersected: LAMPASAS RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 18.886,  Lanes on structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 35.4m (116.1ft),  Skew: 31 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Number Of Approach Spans: 2,  Length of Maximum Span: 36.6m (120.1ft),  Curb-To-Curb Width: 35.4m (116.1ft),  Out-to-Out Width: 36.6m (120.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  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: Superior to present desirable criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Deck Structure Type: Concrete Precast Panels

Find on map >>   Show street view

Structure Number: 90140001506533,  Location: 2.25 MI SW OF LOOP 121 (Lat: 31.000881,  Lng: -97.492053),  Route carried "on" structure: ServiceInterstate 35,  Year Built: 2011,  Status: Open,  Structure Length: 14.63m (48.00ft),  Average Daily Traffic: 1,014 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 550 (year 2030),  Design Load: HL 93,  Features Intersected: LAMPASAS RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 18.881,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 36.6m (120.1ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 10.4m (34.1ft)

Condition: Deck: Good,  Superstructure: Very good,  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: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Deck Structure Type: Concrete Precast Panels

Find on map >>   Show street view

Structure Number: 90140001506534,  Location: 2.25 MI SW OF LP 121 (Lat: 31.002481,  Lng: -97.492061),  Route carried "on" structure: ServiceInterstate 35,  Year Built: 2016,  Status: Open,  Structure Length: 14.63m (48.00ft),  Average Daily Traffic: 1,000 (year 2017),  Truck Traffic: 5%,  Average Future Daily Traffic: 1,500 (year 2037),  Design Load: HL 93,  Features Intersected: LAMPASAS RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 18.881,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Number Of Approach Spans: 2,  Length of Maximum Span: 36.6m (120.1ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 10.4m (34.1ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Channel: Satisfactory,  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,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Deck Structure Type: Concrete Precast Panels

Find on map >>   Show street view

Structure Number: 90140001506535,  Location: IH35 / US190 INTERCHANGE (Lat: 31.044108,  Lng: -97.467797),  Route carried "on" structure: Ramp Interstate 35,  Year Built: 2016,  Status: Open,  Structure Length: 154.56m (507.09ft),  Average Daily Traffic: 1,200 (year 2015),  Truck Traffic: 10%,  Average Future Daily Traffic: 1,900 (year 2035),  Design Load: HL 93,  Features Intersected: IH 35
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 19.312,  Lanes on structure: 1,  Lanes under structure: 17,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 79.2m (259.8ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Number Of Approach Spans: 34,  Length of Maximum Span: 84.1m (275.9ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 8.5m (27.9ft)

Condition: Deck: Good,  Superstructure: 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: Equal to present desirable criteria,  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

Find on map >>   Show street view

Structure Number: 90140001506536,  Location: 2.42 Mi. North of FM 2484 (Lat: 30.984394,  Lng: -97.504975),  Route carried "on" structure: Interstate 35,  Year Built: 2017,  Status: Open,  Structure Length: 2.44m (8.01ft),  Average Daily Traffic: 67,900 (year 2010),  Truck Traffic: 28%,  Average Future Daily Traffic: 100,300 (year 2030),  Design Load: HS 20,  Features Intersected: Amity Branch
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 16.633,  Lanes on structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 80.2m (263.1ft),  Skew: 31 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 8,  Length of Maximum Span: 2.7m (8.9ft)

Condition: Channel: Very good,  Culverts: Good,  Operating Rating: 44.4 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,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021

Find on map >>   Show street view

Structure Number: 90140001506537,  Location: 1.50 Mi. S. of Loop 121 (Lat: 31.011511,  Lng: -97.485806),  Route carried "on" structure: Interstate 35,  Year Built: 2017,  Status: Open,  Structure Length: 1.59m (5.22ft),  Average Daily Traffic: 146,391 (year 2019),  Truck Traffic: 28%,  Average Future Daily Traffic: 100,300 (year 2030),  Design Load: HS 20,  Features Intersected: Skinner Branch
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 20.173,  Lanes on structure: 12,  Owner: State Highway Agency,  Approaching Roadway Width: 62.8m (206.0ft),  Skew: 30 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 2.4m (7.9ft)

Condition: Channel: Very good,  Culverts: Good,  Operating Rating: 44.4 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,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021

Find on map >>   Show street view

Structure Number: 90140001506538,  Location: 0.35 MI N OF LP 121 (Lat: 31.035442,  Lng: -97.471458),  Route carried "on" structure: Interstate 35,  Year Built: 2014,  Status: Open,  Structure Length: 0.79m (2.59ft),  Average Daily Traffic: 57,892 (year 2020),  Truck Traffic: 29%,  Average Future Daily Traffic: 80,670 (year 2035),  Design Load: HS 20,  Features Intersected: MITCHELL BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 23.128,  Lanes on structure: 15,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 73.8m (242.1ft),  Skew: 39 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 1.8m (5.9ft)

Condition: Channel: Good,  Culverts: 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,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021

Find on map >>   Show street view

Structure Number: 90140001507528,  Location: 1.45 MI N OF FM 2484 (Lat: 30.978822,  Lng: -97.511647),  Route carried "on" structure: County highway ,  Year Built: 2012,  Status: Open,  Structure Length: 7.92m (25.98ft),  Average Daily Traffic: 200 (year 2015),  Average Future Daily Traffic: 400 (year 2035),  Design Load: HL 93,  Features Intersected: IH 35,  Facility Carried by Structure: AMITY RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.472,  Lanes on structure: 4,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 16.5m (54.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 42.7m (140.1ft),  Curb-To-Curb Width: 15.7m (51.5ft),  Out-to-Out Width: 16.5m (54.1ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  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: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Deck Structure Type: Concrete Precast Panels

Find on map >>   Show street view

Structure Number: 90140001514207,  Location: 0.72 MI SW OF FM 93 (Lat: 31.052400,  Lng: -97.457600),  Route carried "on" structure: ServiceInterstate 35,  Year Built: 1961,  Status: Open,  Structure Length: 3.96m (12.99ft),  Average Daily Traffic: 1,510 (year 2013),  Truck Traffic: 12%,  Average Future Daily Traffic: 2,120 (year 2033),  Features Intersected: NOLAN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 25.535,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 9.1m (29.9ft),  Curb-To-Curb Width: 8.8m (28.9ft),  Out-to-Out Width: 9.7m (31.8ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 39.0 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: High priority of corrective action,  Waterway Adequacy: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.96m (12.99ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2021,  Bridge Improvement Cost: $8,000,  Roadway Improvement Cost: $2,000,  Total Project Cost: $10,000,  Deck Structure Type: Concrete Cast-file-Place

Find on map >>   Show street view

Structure Number: 90140001514335,  Location: 0.1 MI NE OF FM 93 (Lat: 31.057839,  Lng: -97.444711),  Route carried "on" structure: ServiceInterstate 35,  Year Built: 1975,  Status: Open,  Structure Length: 7.92m (25.98ft),  Average Daily Traffic: 1,590 (year 2013),  Truck Traffic: 12%,  Average Future Daily Traffic: 2,230 (year 2033),  Design Load: HS 20,  Features Intersected: LEON RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 26.879,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 19.8m (65.0ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 12.7m (41.7ft)

Condition: Deck: Good,  Superstructure: Good,  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: Better than 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: January 2021,  Deck Structure Type: Concrete Cast-file-Place

Find on map >>   Show street view

Structure Number: 90140001514336,  Location: 0.1 MI NE OF FM 93 (Lat: 31.057511,  Lng: -97.444569),  Route carried "on" structure: Interstate 35,  Year Built: 1975,  Status: Open,  Structure Length: 7.92m (25.98ft),  Average Daily Traffic: 52,330 (year 2013),  Truck Traffic: 13%,  Average Future Daily Traffic: 73,260 (year 2033),  Design Load: HS 20,  Features Intersected: LEON RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 26.879,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 18.9m (62.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 19.8m (65.0ft),  Curb-To-Curb Width: 19.0m (62.3ft),  Out-to-Out Width: 19.5m (64.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 68.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 36.3 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,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2021,  Deck Structure Type: Concrete Cast-file-Place

Find on map >>   Show street view

Structure Number: 90140001514337,  Location: 0.1 MI NE OF FM 93 (Lat: 31.057019,  Lng: -97.444139),  Route carried "on" structure: ServiceInterstate 35,  Year Built: 1975,  Status: Open,  Structure Length: 7.92m (25.98ft),  Average Daily Traffic: 1,510 (year 2013),  Truck Traffic: 12%,  Average Future Daily Traffic: 2,120 (year 2033),  Design Load: HS 20,  Features Intersected: LEON RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 26.892,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 19.8m (65.0ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 12.7m (41.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Fair,  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: 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: January 2021,  Deck Structure Type: Concrete Cast-file-Place

Find on map >>   Show street view

Structure Number: 90140001514338,  Location: 0.6 MI NE OF E CENTRAL (Lat: 31.056603,  Lng: -97.446519),  Route carried "on" structure: State highway 93,  Year Built: 1975,  Status: Open,  Structure Length: 8.72m (28.61ft),  Average Daily Traffic: 15,850 (year 2013),  Truck Traffic: 6%,  Average Future Daily Traffic: 22,190 (year 2033),  Design Load: HS 20,  Features Intersected: IH 35
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 16.293,  Lanes on structure: 5,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 18.9m (62.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Number Of Approach Spans: 2,  Length of Maximum Span: 25.3m (83.0ft),  Curb or Sidewalk Widths: Left: 1.0m (3.3ft),  Right: 1.0m (3.3ft),  Curb-To-Curb Width: 18.9m (62.0ft),  Out-to-Out Width: 21.5m (70.5ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: 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: Meets minimum limits,  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

Find on map >>   Show street view

Structure Number: 90140001514339,  Location: 0.55 MI SW OF FM 93 (Lat: 31.053492,  Lng: -97.454806),  Route carried "on" structure: Interstate 35,  Year Built: 1975,  Status: Open,  Structure Length: 8.84m (29.00ft),  Average Daily Traffic: 52,330 (year 2013),  Truck Traffic: 13%,  Average Future Daily Traffic: 73,260 (year 2033),  Design Load: HS 20,  Features Intersected: SPUR 253 (E CENTRAL AVE)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 25.819,  Lanes on structure: 3,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 18.9m (62.0ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 4,  Number Of Approach Spans: 2,  Length of Maximum Span: 16.8m (55.1ft),  Curb-To-Curb Width: 19.5m (64.0ft),  Out-to-Out Width: 20.8m (68.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: 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: 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: January 2021,  Deck Structure Type: Concrete Cast-file-Place

Find on map >>   Show street view

Structure Number: 9014000151434,  Location: 0.70 MI SW OF FM 93 (Lat: 31.052081,  Lng: -97.457456),  Route carried "on" structure: Interstate 35,  Year Built: 1975,  Status: Open,  Structure Length: 10.97m (35.99ft),  Average Daily Traffic: 52,330 (year 2013),  Truck Traffic: 13%,  Average Future Daily Traffic: 73,260 (year 2033),  Design Load: HS 20,  Features Intersected: NOLAN CR-CONFEDERATE DR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 25.474,  Lanes on structure: 4,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 21.6m (70.9ft),  Material/Design: Concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 9,  Length of Maximum Span: 12.2m (40.0ft),  Curb-To-Curb Width: 22.2m (72.8ft),  Out-to-Out Width: 22.4m (73.5ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  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: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: 90140001514341,  Location: 0.70 MI SW OF FM 93 (Lat: 31.051575,  Lng: -97.457172),  Route carried "on" structure: ServiceInterstate 35,  Year Built: 1975,  Status: Open,  Structure Length: 4.57m (14.99ft),  Average Daily Traffic: 1,590 (year 2013),  Truck Traffic: 12%,  Average Future Daily Traffic: 2,230 (year 2033),  Design Load: HS 20,  Features Intersected: NOLAN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 25.535,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 9.1m (29.9ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.0m (3.3ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 10.6m (34.8ft)

Condition: Deck: 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: High priority of corrective action,  Waterway Adequacy: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.57m (14.99ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2021,  Deck Structure Type: Concrete Cast-file-Place

Find on map >>   Show street view

Structure Number: 90140001514347,  Location: 1.05 MI N OF LP 121 (Lat: 31.045331,  Lng: -97.467600),  Route carried "on" structure: Interstate 35,  Year Built: 1976,  Status: Open,  Structure Length: 6.71m (22.01ft),  Average Daily Traffic: 35,650 (year 2017),  Truck Traffic: 29%,  Average Future Daily Traffic: 43,340 (year 2033),  Design Load: HS 20,  Features Intersected: FM 436
Minimum Vertical Clearance: 6.71m (22.01ft),  Kilometerpoint: 24.238,  Lanes on structure: 3,  Lanes under structure: 5,  Owner: State Highway Agency,  Approaching Roadway Width: 15.2m (49.9ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 19.8m (65.0ft),  Curb-To-Curb Width: 15.2m (49.9ft),  Out-to-Out Width: 15.8m (51.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 39.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 22.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Underclear: Meets minimum limits,  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,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: 90140001514348,  Location: 1.1 MI NE OF LP 121 (Lat: 31.045939,  Lng: -97.467061),  Route carried "on" structure: US 190,  Year Built: 1976,  Status: Open,  Structure Length: 18.90m (62.01ft),  Average Daily Traffic: 23,530 (year 2013),  Truck Traffic: 6%,  Average Future Daily Traffic: 32,950 (year 2033),  Design Load: HS 20,  Features Intersected: IH 35 & SH 317
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 44.148,  Lanes on structure: 2,  Lanes under structure: 10,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Number Of Approach Spans: 2,  Length of Maximum Span: 44.2m (145.0ft),  Curb-To-Curb Width: 10.9m (35.8ft),  Out-to-Out Width: 12.7m (41.7ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Fair,  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: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Critical Feature Inspection Date: June 2020,  Deck Structure Type: Concrete Cast-file-Place

Find on map >>   Show street view

Structure Number: 90140001514368,  Location: 0.1 MI NE OF FM 93 (Lat: 31.057381,  Lng: -97.444489),  Route carried "on" structure: Interstate 35,  Year Built: 1975,  Status: Open,  Structure Length: 7.92m (25.98ft),  Average Daily Traffic: 52,330 (year 2013),  Truck Traffic: 13%,  Average Future Daily Traffic: 73,260 (year 2033),  Design Load: HS 20,  Features Intersected: LEON RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 26.879,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 19.2m (63.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 19.8m (65.0ft),  Curb-To-Curb Width: 19.0m (62.3ft),  Out-to-Out Width: 19.5m (64.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 68.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 36.3 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,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2021,  Deck Structure Type: Concrete Cast-file-Place

Find on map >>   Show street view

Structure Number: 90140001514369,  Location: 0.70 MI SW OF FM 93 (Lat: 31.051894,  Lng: -97.457328),  Route carried "on" structure: Interstate 35,  Year Built: 1975,  Status: Open,  Structure Length: 10.97m (35.99ft),  Average Daily Traffic: 52,330 (year 2013),  Truck Traffic: 13%,  Average Future Daily Traffic: 73,260 (year 2033),  Design Load: HS 20,  Features Intersected: NOLAN CR-CONFEDERATE DR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 25.474,  Lanes on structure: 5,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 20.7m (67.9ft),  Material/Design: Concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 9,  Length of Maximum Span: 12.2m (40.0ft),  Curb-To-Curb Width: 25.6m (84.0ft),  Out-to-Out Width: 30.2m (99.1ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  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: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: High priority of corrective action,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: 9014000151437,  Location: 0.55 MI SW OF FM 93 (Lat: 31.053264,  Lng: -97.454606),  Route carried "on" structure: Interstate 35,  Year Built: 1975,  Status: Open,  Structure Length: 8.84m (29.00ft),  Average Daily Traffic: 52,330 (year 2013),  Truck Traffic: 13%,  Average Future Daily Traffic: 73,260 (year 2033),  Design Load: HS 20,  Features Intersected: SPUR 253 (E CENTRAL AVE)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 25.788,  Lanes on structure: 3,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 18.9m (62.0ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 4,  Number Of Approach Spans: 2,  Length of Maximum Span: 16.8m (55.1ft),  Curb-To-Curb Width: 19.2m (63.0ft),  Out-to-Out Width: 19.8m (65.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: 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: 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: January 2021,  Deck Structure Type: Concrete Cast-file-Place

Find on map >>   Show street view

Structure Number: 90140001514371,  Location: 1.05 MI N OF LP 121 (Lat: 31.044844,  Lng: -97.467569),  Route carried "on" structure: Interstate 35,  Year Built: 1976,  Status: Open,  Structure Length: 6.71m (22.01ft),  Average Daily Traffic: 30,618 (year 2017),  Truck Traffic: 29%,  Average Future Daily Traffic: 43,340 (year 2033),  Design Load: HS 20,  Features Intersected: FM 436
Minimum Vertical Clearance: 6.71m (22.01ft),  Kilometerpoint: 24.238,  Lanes on structure: 3,  Lanes under structure: 5,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 19.8m (65.0ft),  Curb-To-Curb Width: 15.2m (49.9ft),  Out-to-Out Width: 15.8m (51.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 39.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 22.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 8.38m (27.49ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Bridge Improvement Cost: $799,000,  Roadway Improvement Cost: $200,000,  Total Project Cost: $1,199,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: 90140023104028,  Location: 0.5 MI W OF LP 121 (Lat: 31.051361,  Lng: -97.494522),  Route carried "on" structure: US 190,  Year Built: 1941,  Year Reconstructed: 1976,  Status: Open,  Structure Length: 0.70m (2.30ft),  Average Daily Traffic: 17,521 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 69,310 (year 2033),  Design Load: H 15,  Features Intersected: DAINGERFIELD CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 41.579,  Lanes on structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 50.6m (166.0ft),  Skew: 29 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.1m (6.9ft)

Condition: Channel: Good,  Culverts: Good,  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,  Waterway Adequacy: Equal to 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: April 2021,  Bridge Improvement Cost: $200,000,  Roadway Improvement Cost: $100,000,  Total Project Cost: $400,000

Find on map >>   Show street view

Structure Number: 90140023104108,  Location: 1.1 MI W OF SH 317 (Lat: 31.049925,  Lng: -97.485403),  Route carried "on" structure: US 190,  Year Built: 1976,  Status: Open,  Structure Length: 10.42m (34.19ft),  Average Daily Traffic: 24,750 (year 2013),  Truck Traffic: 5%,  Average Future Daily Traffic: 34,650 (year 2033),  Design Load: HS 20,  Features Intersected: LP 121
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 42.390,  Lanes on structure: 2,  Lanes under structure: 7,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 34.7m (113.8ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 13.3m (43.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: 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: Equal to present desirable criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 13.02m (42.72ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Bridge Improvement Cost: $1,300,000,  Roadway Improvement Cost: $400,000,  Total Project Cost: $1,900,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: 90140023104109,  Location: 1.1 MI W OF SH 317 (Lat: 31.049733,  Lng: -97.485558),  Route carried "on" structure: US 190,  Year Built: 1976,  Status: Open,  Structure Length: 10.42m (34.19ft),  Average Daily Traffic: 24,750 (year 2013),  Truck Traffic: 5%,  Average Future Daily Traffic: 34,650 (year 2033),  Design Load: HS 20,  Features Intersected: LP 121
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 42.392,  Lanes on structure: 2,  Lanes under structure: 7,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 34.7m (113.8ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 13.3m (43.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: 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: Equal to present desirable criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 13.02m (42.72ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Bridge Improvement Cost: $1,300,000,  Roadway Improvement Cost: $400,000,  Total Project Cost: $1,900,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: 9014002310411,  Location: 0.3 MI W OF IH 35 (Lat: 31.046978,  Lng: -97.472756),  Route carried "on" structure: State highway 530,  Year Built: 1976,  Status: Open,  Structure Length: 9.39m (30.81ft),  Average Daily Traffic: 844 (year 2020),  Truck Traffic: 12%,  Average Future Daily Traffic: 1,265 (year 2027),  Design Load: HS 20,  Features Intersected: US 190,  Facility Carried by Structure: CONNELL ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 18.157,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Number Of Approach Spans: 2,  Length of Maximum Span: 31.7m (104.0ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.1m (3.6ft),  Curb-To-Curb Width: 14.6m (47.9ft),  Out-to-Out Width: 16.2m (53.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: 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: Superior to present desirable criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 11.73m (38.48ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Bridge Improvement Cost: $1,200,000,  Roadway Improvement Cost: $300,000,  Total Project Cost: $1,700,000,  Deck Structure Type: Concrete Cast-file-Place

Find on map >>   Show street view

Structure Number: 90140023104124,  Location: 2.64 MI W OF FM 1670 (Lat: 31.055186,  Lng: -97.550406),  Route carried "on" structure: US 190,  Year Built: 1978,  Status: Open,  Structure Length: 9.33m (30.61ft),  Average Daily Traffic: 25,800 (year 2017),  Truck Traffic: 7%,  Average Future Daily Traffic: 33,910 (year 2033),  Design Load: HS 20,  Features Intersected: FM 2410
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 36.138,  Lanes on structure: 2,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 31.1m (102.0ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 13.3m (43.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: 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: Meets minimum limits,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 11.64m (38.19ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Bridge Improvement Cost: $1,200,000,  Roadway Improvement Cost: $300,000,  Total Project Cost: $1,700,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: 90140023104125,  Location: 2.64 MI W OF FM 1670 (Lat: 31.054958,  Lng: -97.550392),  Route carried "on" structure: US 190,  Year Built: 1978,  Status: Open,  Structure Length: 9.33m (30.61ft),  Average Daily Traffic: 27,231 (year 2017),  Truck Traffic: 7%,  Average Future Daily Traffic: 33,910 (year 2033),  Design Load: HS 20,  Features Intersected: FM 2410
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 36.138,  Lanes on structure: 2,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 31.1m (102.0ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 13.3m (43.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: 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: Meets minimum limits,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 11.64m (38.19ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Bridge Improvement Cost: $1,200,000,  Roadway Improvement Cost: $300,000,  Total Project Cost: $1,700,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: 90140023104126,  Location: 1.65 MI W OF FM 1670 (Lat: 31.055719,  Lng: -97.533608),  Route carried "on" structure: US 190,  Year Built: 1978,  Status: Open,  Structure Length: 9.94m (32.61ft),  Average Daily Traffic: 24,750 (year 2013),  Truck Traffic: 5%,  Average Future Daily Traffic: 34,650 (year 2033),  Design Load: HS 20,  Features Intersected: WILSON RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 37.738,  Lanes on structure: 2,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 33.2m (108.9ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 13.3m (43.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: 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: Equal to present desirable criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 12.37m (40.58ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Bridge Improvement Cost: $1,200,000,  Roadway Improvement Cost: $300,000,  Total Project Cost: $1,800,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: 90140023104127,  Location: 1.65 MI W OF FM 1670 (Lat: 31.055422,  Lng: -97.533608),  Route carried "on" structure: US 190,  Year Built: 1978,  Status: Open,  Structure Length: 9.94m (32.61ft),  Average Daily Traffic: 24,750 (year 2013),  Truck Traffic: 5%,  Average Future Daily Traffic: 34,650 (year 2033),  Design Load: HS 20,  Features Intersected: WILSON RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 37.738,  Lanes on structure: 2,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 33.2m (108.9ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 13.3m (43.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: 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: Equal to present desirable criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 12.37m (40.58ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Bridge Improvement Cost: $1,200,000,  Roadway Improvement Cost: $300,000,  Total Project Cost: $1,800,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: 90140023104128,  Location: 2.43 MI W OF IH 35 (Lat: 31.054756,  Lng: -97.506625),  Route carried "on" structure: State highway 1670,  Year Built: 1978,  Status: Open,  Structure Length: 9.14m (29.99ft),  Average Daily Traffic: 5,080 (year 2013),  Truck Traffic: 7%,  Average Future Daily Traffic: 7,120 (year 2033),  Design Load: HS 20,  Features Intersected: US 190
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 15.981,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Number Of Approach Spans: 2,  Length of Maximum Span: 29.0m (95.1ft),  Curb-To-Curb Width: 14.6m (47.9ft),  Out-to-Out Width: 15.1m (49.5ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: 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: Superior to present desirable criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 11.43m (37.50ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Bridge Improvement Cost: $1,100,000,  Roadway Improvement Cost: $300,000,  Total Project Cost: $1,700,000,  Deck Structure Type: Concrete Cast-file-Place

Find on map >>   Show street view

Structure Number: 90140023104349,  Location: 0.90 MI SW OF FM 93 (Lat: 31.046508,  Lng: -97.467789),  Route carried "on" structure: US 190,  Year Built: 1976,  Status: Open,  Structure Length: 7.32m (24.02ft),  Average Daily Traffic: 17,521 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 32,950 (year 2035),  Design Load: HS 20,  Features Intersected: SH 317
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 44.202,  Lanes on structure: 2,  Lanes under structure: 5,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 3 degrees,  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: 37.2m (122.0ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 44.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 24.5 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: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 9.14m (29.99ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Bridge Improvement Cost: $900,000,  Roadway Improvement Cost: $300,000,  Total Project Cost: $1,400,000,  Deck Structure Type: Concrete Cast-file-Place

Find on map >>   Show street view

Structure Number: 90140023116136,  Location: 1.0 MI SE OF IH 35 (Lat: 31.034783,  Lng: -97.456978),  Route carried "on" structure: State highway 436,  Year Built: 1997,  Status: Open,  Structure Length: 0.70m (2.30ft),  Average Daily Traffic: 5,292 (year 2020),  Truck Traffic: 14%,  Average Future Daily Traffic: 6,500 (year 2033),  Design Load: HS 20,  Features Intersected: TRIB LEON RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 17.606,  Lanes on structure: 5,  Owner: State Highway Agency,  Approaching Roadway Width: 20.7m (67.9ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 2.7m (8.9ft)

Condition: Channel: Good,  Culverts: Good,  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,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.83m (6.00ft),  Designated Inspection Frequency: Every 48 months,  Inspection Date: April 2021,  Bridge Improvement Cost: $174,000,  Roadway Improvement Cost: $43,000,  Total Project Cost: $261,000

Find on map >>   Show street view

Structure Number: 90140039804014,  Location: 4.70 MI S OF SH 36 (Lat: 31.096111,  Lng: -97.453439),  Route carried "on" structure: State highway 317,  Year Built: 1945,  Year Reconstructed: 1990,  Status: Open,  Structure Length: 21.95m (72.01ft),  Average Daily Traffic: 13,640 (year 2015),  Truck Traffic: 13%,  Average Future Daily Traffic: 26,000 (year 2035),  Design Load: H 20,  Features Intersected: LEON RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 21.065,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 14,  Length of Maximum Span: 30.5m (100.1ft),  Curb-To-Curb Width: 13.2m (43.3ft),  Out-to-Out Width: 14.0m (45.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 48.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 29.0 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,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 27.43m (89.99ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: Febuary 2021,  Underwater Inspection Date: April 2021,  Bridge Improvement Cost: $2,614,000,  Roadway Improvement Cost: $654,000,  Total Project Cost: $3,921,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: 90140039804029,  Location: 0.65 MI N OF FM 93 (Lat: 31.067033,  Lng: -97.459742),  Route carried "on" structure: State highway 317,  Year Built: 1957,  Status: Open,  Structure Length: 4.94m (16.21ft),  Average Daily Traffic: 8,477 (year 2015),  Truck Traffic: 13%,  Average Future Daily Traffic: 25,700 (year 2035),  Design Load: H 20,  Features Intersected: BNSF RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 24.475,  Lanes on structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 1 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 18.3m (60.0ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.0m (3.3ft),  Curb-To-Curb Width: 6.7m (22.0ft),  Out-to-Out Width: 9.1m (29.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 42.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 25.4 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,  Length Of Structure Improvement: 6.40m (21.00ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Bridge Improvement Cost: $610,000,  Roadway Improvement Cost: $153,000,  Total Project Cost: $915,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous