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

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Structure Number: 140280358301048,  Location: 1.7 MI SW OF US 183 (Lat: 29.901242,  Lng: -97.701781),  Route carried "on" structure: Other road 130,  Year Built: 2011,  Status: Open,  Structure Length: 9.85m (32.32ft),  Average Daily Traffic: 17,619 (year 2010),  Truck Traffic: 15%,  Average Future Daily Traffic: 44,818 (year 2030),  Design Load: HL 93,  Features Intersected: FM 2001
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 109.625,  Lanes on structure: 2,  Lanes under structure: 3,  Toll: On toll road,  Owner: State Highway Agency,  Maintenance Responsibility: State Toll Authority,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 38.1m (125.0ft),  Curb-To-Curb Width: 11.9m (39.0ft),  Out-to-Out Width: 12.8m (42.0ft)

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: Better than present minimum criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Deck Structure Type: Concrete Precast Panels

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Structure Number: 140280358301049,  Location: 1.4 MI S OF FM 2001 (Lat: 29.884019,  Lng: -97.713181),  Route carried "on" structure: Other road 130,  Year Built: 2011,  Status: Open,  Structure Length: 8.41m (27.59ft),  Average Daily Traffic: 17,417 (year 2010),  Truck Traffic: 15%,  Average Future Daily Traffic: 44,232 (year 2030),  Design Load: HL 93,  Features Intersected: SH 142
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 111.877,  Lanes on structure: 2,  Lanes under structure: 2,  Toll: On toll road,  Owner: State Highway Agency,  Maintenance Responsibility: State Toll Authority,  Approaching Roadway Width: 13.7m (44.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Number Of Approach Spans: 1,  Length of Maximum Span: 34.4m (112.9ft),  Curb-To-Curb Width: 13.5m (44.3ft),  Out-to-Out Width: 14.3m (46.9ft)

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

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Structure Number: 14028035830105,  Location: 1.4 MI S OF FM 2001 (Lat: 29.884769,  Lng: -97.713950),  Route carried "on" structure: Other road 130,  Year Built: 2011,  Status: Open,  Structure Length: 8.41m (27.59ft),  Average Daily Traffic: 17,502 (year 2010),  Truck Traffic: 15%,  Average Future Daily Traffic: 44,502 (year 2030),  Design Load: HL 93,  Features Intersected: SH 142
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 111.877,  Lanes on structure: 2,  Lanes under structure: 2,  Toll: On toll road,  Owner: State Highway Agency,  Maintenance Responsibility: State Toll Authority,  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: 1,  Length of Maximum Span: 34.4m (112.9ft),  Curb-To-Curb Width: 14.4m (47.2ft),  Out-to-Out Width: 15.2m (49.9ft)

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

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Structure Number: 140280358301051,  Location: 1.60 MI S OF SH 142 (Lat: 29.868358,  Lng: -97.707275),  Route carried "on" structure: County highway 218,  Year Built: 2012,  Status: Open,  Structure Length: 12.44m (40.81ft),  Average Daily Traffic: 1,084 (year 2010),  Average Future Daily Traffic: 2,958 (year 2030),  Design Load: HL 93,  Features Intersected: SH 130 ML
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.885,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Maintenance Responsibility: State Toll Authority,  Approaching Roadway Width: 6.1m (20.0ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Number Of Approach Spans: 3,  Length of Maximum Span: 34.7m (113.8ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 24.1m (79.1ft),  Out-to-Out Width: 28.3m (92.8ft)

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

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Structure Number: 140280358301053,  Location: 5.75 MI S of SH 142 (Lat: 29.836847,  Lng: -97.733231),  Route carried "on" structure: County highway 109,  Year Built: 2012,  Status: Open,  Structure Length: 11.52m (37.80ft),  Average Daily Traffic: 223 (year 2010),  Average Future Daily Traffic: 606 (year 2030),  Design Load: HL 93,  Features Intersected: SH 130
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  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: 39.6m (129.9ft),  Curb-To-Curb Width: 9.5m (31.2ft),  Out-to-Out Width: 10.4m (34.1ft)

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

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Structure Number: 140280358301054,  Location: 0.7 MI S OF SH 142 (Lat: 29.878842,  Lng: -97.712550),  Route carried "on" structure: County highway 108,  Year Built: 2012,  Status: Open,  Structure Length: 19.81m (64.99ft),  Average Daily Traffic: 547 (year 2010),  Average Future Daily Traffic: 1,474 (year 2030),  Design Load: HL 93,  Features Intersected: SH 130
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.127,  Lanes on structure: 2,  Lanes under structure: 8,  Owner: State Highway Agency,  Maintenance Responsibility: State Toll Authority,  Approaching Roadway Width: 9.8m (32.2ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Number Of Approach Spans: 2,  Length of Maximum Span: 39.6m (129.9ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 10.4m (34.1ft)

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

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Structure Number: 140280358301057,  Location: 0.4 MI SW OF FM 2001 (Lat: 29.895244,  Lng: -97.711039),  Route carried "on" structure: ServiceState highway 130,  Year Built: 2011,  Status: Open,  Structure Length: 1.55m (5.09ft),  Average Daily Traffic: 210 (year 2013),  Truck Traffic: 18%,  Average Future Daily Traffic: 290 (year 2033),  Design Load: HS 20,  Features Intersected: DRAINAGE DITCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 110.641,  Lanes on structure: 2,  Owner: State Highway Agency,  Maintenance Responsibility: State Toll Authority,  Approaching Roadway Width: 11.0m (36.1ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 2.4m (7.9ft)

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: September 2021

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Structure Number: 140280358301058,  Location: 0.4 MI SW OF FM 2001 (Lat: 29.894817,  Lng: -97.710653),  Route carried "on" structure: Other road 130,  Year Built: 2011,  Status: Open,  Structure Length: 1.55m (5.09ft),  Average Daily Traffic: 17,502 (year 2010),  Truck Traffic: 15%,  Average Future Daily Traffic: 44,504 (year 2030),  Design Load: HS 20,  Features Intersected: DRAINAGE DITCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 110.718,  Lanes on structure: 2,  Toll: On toll road,  Owner: State Highway Agency,  Maintenance Responsibility: State Toll Authority,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 2.4m (7.9ft)

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: September 2021

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Structure Number: 140280358301059,  Location: 0.4 MI SW OF FM 2001 (Lat: 29.894147,  Lng: -97.710242),  Route carried "on" structure: Other road 130,  Year Built: 2011,  Status: Open,  Structure Length: 1.55m (5.09ft),  Average Daily Traffic: 17,417 (year 2010),  Truck Traffic: 15%,  Average Future Daily Traffic: 44,232 (year 2030),  Design Load: HS 20,  Features Intersected: DRAINAGE DITCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 110.733,  Lanes on structure: 2,  Toll: On toll road,  Owner: State Highway Agency,  Maintenance Responsibility: State Toll Authority,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 2.4m (7.9ft)

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: September 2021

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Structure Number: 14028035830106,  Location: 0.4 MI SW OF FM 2001 (Lat: 29.893717,  Lng: -97.709847),  Route carried "on" structure: ServiceState highway 130,  Year Built: 2011,  Status: Open,  Structure Length: 1.55m (5.09ft),  Average Daily Traffic: 180 (year 2013),  Truck Traffic: 18%,  Average Future Daily Traffic: 250 (year 2033),  Design Load: HS 20,  Features Intersected: DRAINAGE DITCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 110.818,  Lanes on structure: 3,  Owner: State Highway Agency,  Maintenance Responsibility: State Toll Authority,  Approaching Roadway Width: 11.0m (36.1ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 2.4m (7.9ft)

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: September 2021

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Structure Number: 140280358301061,  Location: 3.4 MI S OF SH 142 (Lat: 29.841694,  Lng: -97.729361),  Route carried "on" structure: Other road 130,  Year Built: 2011,  Status: Open,  Structure Length: 1.10m (3.61ft),  Average Daily Traffic: 17,502 (year 2010),  Truck Traffic: 15%,  Average Future Daily Traffic: 44,504 (year 2030),  Design Load: HS 20,  Features Intersected: DRAINAGE DITCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 117.706,  Lanes on structure: 2,  Toll: On toll road,  Owner: State Highway Agency,  Maintenance Responsibility: State Toll Authority,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 3 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: September 2021

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Structure Number: 140280358301062,  Location: 3.4 MI S OF SH 142 (Lat: 29.840989,  Lng: -97.728850),  Route carried "on" structure: Other road 130,  Year Built: 2011,  Status: Open,  Structure Length: 1.10m (3.61ft),  Average Daily Traffic: 17,417 (year 2010),  Truck Traffic: 15%,  Average Future Daily Traffic: 44,232 (year 2030),  Design Load: HS 20,  Features Intersected: DRAINAGE DITCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 117.680,  Lanes on structure: 2,  Toll: On toll road,  Owner: State Highway Agency,  Maintenance Responsibility: State Toll Authority,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 3 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: September 2021

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Structure Number: 140280358301063,  Location: 4.5 MI NE OF SH 80 (Lat: 29.834561,  Lng: -97.736942),  Route carried "on" structure: ServiceState highway 130,  Year Built: 2011,  Status: Open,  Structure Length: 2.38m (7.81ft),  Average Daily Traffic: 210 (year 2013),  Average Future Daily Traffic: 290 (year 2033),  Design Load: HS 20,  Features Intersected: BIG WEST FORK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 118.797,  Lanes on structure: 2,  Owner: State Highway Agency,  Maintenance Responsibility: State Toll Authority,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 2.7m (8.9ft)

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: September 2021

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Structure Number: 140280358301064,  Location: 4.5 MI NE OF SH 80 (Lat: 29.833911,  Lng: -97.736783),  Route carried "on" structure: Other road 130,  Year Built: 2011,  Status: Open,  Structure Length: 2.10m (6.89ft),  Average Daily Traffic: 17,502 (year 2010),  Truck Traffic: 15%,  Average Future Daily Traffic: 44,504 (year 2030),  Design Load: HS 20,  Features Intersected: BIG WEST FORK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 118.831,  Lanes on structure: 2,  Toll: On toll road,  Owner: State Highway Agency,  Maintenance Responsibility: State Toll Authority,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 2.7m (8.9ft)

Condition: Channel: Very 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: September 2021

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Structure Number: 140280358301065,  Location: 4.5 MI NE OF SH 80 (Lat: 29.833131,  Lng: -97.736553),  Route carried "on" structure: Other road 130,  Year Built: 2011,  Status: Open,  Structure Length: 2.10m (6.89ft),  Average Daily Traffic: 17,417 (year 2010),  Truck Traffic: 15%,  Average Future Daily Traffic: 44,232 (year 2030),  Design Load: HS 20,  Features Intersected: BIG WEST FORK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 118.842,  Lanes on structure: 2,  Toll: On toll road,  Owner: State Highway Agency,  Maintenance Responsibility: State Toll Authority,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 2.7m (8.9ft)

Condition: Channel: Very 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: September 2021

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Structure Number: 140280358301066,  Location: 4.25 MI NE OF SH 80 (Lat: 29.829267,  Lng: -97.743919),  Route carried "on" structure: ServiceState highway 130,  Year Built: 2011,  Status: Open,  Structure Length: 2.29m (7.51ft),  Average Daily Traffic: 210 (year 2013),  Average Future Daily Traffic: 290 (year 2033),  Design Load: HS 20,  Features Intersected: LITTLE WEST FORK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 119.685,  Lanes on structure: 2,  Owner: State Highway Agency,  Maintenance Responsibility: State Toll Authority,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 3.0m (9.8ft)

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: September 2021

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Structure Number: 140280358301067,  Location: 4.25 MI NE OF SH 80 (Lat: 29.828742,  Lng: -97.743597),  Route carried "on" structure: Other road 130,  Year Built: 2011,  Status: Open,  Structure Length: 2.29m (7.51ft),  Average Daily Traffic: 34,919 (year 2010),  Truck Traffic: 15%,  Average Future Daily Traffic: 88,736 (year 2030),  Design Load: HS 20,  Features Intersected: LITTLE WEST FORK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 119.701,  Lanes on structure: 4,  Toll: On toll road,  Owner: State Highway Agency,  Maintenance Responsibility: State Toll Authority,  Approaching Roadway Width: 24.4m (80.1ft),  Skew: 11 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Very 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: September 2021

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Structure Number: 140280358301068,  Location: 4.25 MI NE OF SH 80 (Lat: 29.827250,  Lng: -97.743014),  Route carried "on" structure: ServiceState highway 130,  Year Built: 2011,  Status: Open,  Structure Length: 2.32m (7.61ft),  Average Daily Traffic: 4,347 (year 2010),  Truck Traffic: 15%,  Average Future Daily Traffic: 11,821 (year 2030),  Design Load: HS 20,  Features Intersected: LITTLE WEST FORK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 119.738,  Lanes on structure: 2,  Owner: State Highway Agency,  Maintenance Responsibility: State Toll Authority,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Very 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: September 2021

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Structure Number: 140280358301075,  Location: 1.6 MI S OF SH 142 (Lat: 29.869103,  Lng: -97.707206),  Route carried "on" structure: Ramp State highway 130,  Year Built: 2012,  Status: Open,  Structure Length: 10.03m (32.91ft),  Average Daily Traffic: 100 (year 2010),  Truck Traffic: 15%,  Average Future Daily Traffic: 150 (year 2030),  Design Load: HL 93,  Features Intersected: SH 130 ML,  Facility Carried by Structure: CR 218 N T/A
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 113.744,  Lanes on structure: 1,  Lanes under structure: 4,  Owner: State Highway Agency,  Maintenance Responsibility: State Toll Authority,  Approaching Roadway Width: 7.0m (23.0ft),  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: 34.7m (113.8ft),  Curb-To-Curb Width: 7.0m (23.0ft),  Out-to-Out Width: 7.6m (24.9ft)

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

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Structure Number: 140280AA0108001,  Location: 2.9 MI N OF SH 142 (Lat: 29.907628,  Lng: -97.745242),  Route carried "on" structure: County highway 230,  Year Built: 2006,  Status: Open,  Structure Length: 1.07m (3.51ft),  Average Daily Traffic: 60 (year 2010),  Average Future Daily Traffic: 100 (year 2027),  Design Load: HS 20,  Features Intersected: BOGGY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.667,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 5.5m (18.0ft),  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 1.5m (4.9ft),  Curb-To-Curb Width: 8.4m (27.6ft),  Out-to-Out Width: 10.7m (35.1ft)

Condition: Channel: Satisfactory,  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,  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: December 2021,  Deck Structure Type: Corrugated Steel,  Wearing Surface/Protective System: Wearing Surface: Gravel

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Structure Number: 140280AA0154001,  Location: 1.00 MI SW OF FM 1185 (Lat: 29.948922,  Lng: -97.658664),  Route carried "on" structure: County highway 183,  Year Built: 1934,  Status: Open,  Structure Length: 1.22m (4.00ft),  Average Daily Traffic: 120 (year 2010),  Average Future Daily Traffic: 130 (year 2027),  Features Intersected: DRY CREEK,  Facility Carried by Structure: OLD LYTTON SPRINGS
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.609,  Lanes on structure: 1,  Owner: County Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 5.8m (19.0ft),  Curb-To-Curb Width: 5.5m (18.0ft),  Out-to-Out Width: 5.9m (19.4ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Fair,  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: High priority of corrective action,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below),  Length Of Structure Improvement: 1.22m (4.00ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2021,  Bridge Improvement Cost: $1,000,  Total Project Cost: $1,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 140280AA0154002,  Location: 1.30 MI SW OF FM 1185 (Lat: 29.945275,  Lng: -97.661567),  Route carried "on" structure: County highway 183,  Year Built: 2005,  Status: Open,  Structure Length: 1.10m (3.61ft),  Average Daily Traffic: 120 (year 2010),  Average Future Daily Traffic: 130 (year 2027),  Design Load: HS 20,  Features Intersected: DRY CREEK BRANCH,  Facility Carried by Structure: OLD LYTTON SPRINGS
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.092,  Lanes on structure: 2,  Owner: County 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: 3.0m (9.8ft),  Curb-To-Curb Width: 7.2m (23.6ft),  Out-to-Out Width: 7.9m (25.9ft)

Condition: Channel: Satisfactory,  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,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 140280AA0155001,  Location: 1.35 MI N OF FM 672 (Lat: 29.919436,  Lng: -97.653825),  Route carried "on" structure: County highway 182,  Year Built: 1900,  Status: Open,  Structure Length: 1.13m (3.71ft),  Average Daily Traffic: 90 (year 2010),  Average Future Daily Traffic: 120 (year 2027),  Features Intersected: DRY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.311,  Lanes on structure: 1,  Owner: County Highway Agency,  Approaching Roadway Width: 4.9m (16.1ft),  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 10.4m (34.1ft),  Curb-To-Curb Width: 3.9m (12.8ft),  Out-to-Out Width: 4.3m (14.1ft)

Condition: Deck: Very good,  Superstructure: Satisfactory,  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: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Length Of Structure Improvement: 1.04m (3.41ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2021,  Total Project Cost: $122,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Gravel

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Structure Number: 140280AA0173002,  Location: 0.70 MI EAST OF SHADY LN (Lat: 29.881789,  Lng: -97.630600),  Route carried "on" structure: County highway 186,  Year Built: 1999,  Status: Open,  Structure Length: 5.00m (16.40ft),  Average Daily Traffic: 85 (year 2010),  Truck Traffic: 2%,  Average Future Daily Traffic: 120 (year 2027),  Design Load: HS 20,  Features Intersected: PLUM CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.345,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 5.5m (18.0ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 21.9m (71.9ft),  Curb-To-Curb Width: 7.1m (23.3ft),  Out-to-Out Width: 7.8m (25.6ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Satisfactory,  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: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2021,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 140280AA0226001,  Location: 1.05 MI SW OF FM 1322 (Lat: 29.798081,  Lng: -97.643564),  Route carried "on" structure: County highway 207,  Year Built: 1992,  Status: Open,  Structure Length: 1.49m (4.89ft),  Average Daily Traffic: 64 (year 2011),  Average Future Daily Traffic: 95 (year 2031),  Design Load: HS 20,  Features Intersected: BRUSHY BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.770,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 5.5m (18.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 3.0m (9.8ft),  Curb-To-Curb Width: 7.5m (24.6ft),  Out-to-Out Width: 10.7m (35.1ft)

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,  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: December 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 140280AA0226002,  Location: 1.25 MI SW OF FM 1322 (Lat: 29.796600,  Lng: -97.645661),  Route carried "on" structure: County highway 207,  Year Built: 1985,  Status: Open,  Structure Length: 2.90m (9.51ft),  Average Daily Traffic: 100 (year 2015),  Average Future Daily Traffic: 84 (year 2031),  Design Load: HS 20,  Features Intersected: CLEAR FORK PLUM CREEK,  Facility Carried by Structure: BURDETTE WELLS RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.012,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 5.5m (18.0ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 29.0m (95.1ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.2m (30.2ft)

Condition: Deck: Good,  Superstructure: Very 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: Equal to present minimum criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2021,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 140280AA0243001,  Location: 0.50 MI NE OF US 183 (Lat: 29.826081,  Lng: -97.667983),  Route carried "on" structure: County highway 213,  Year Built: 1918,  Status: Open,  Structure Length: 2.90m (9.51ft),  Average Daily Traffic: 100 (year 2020),  Average Future Daily Traffic: 100 (year 2027),  Features Intersected: CLEAR FORK PLUM CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.414,  Lanes on structure: 1,  Owner: County Highway Agency,  Approaching Roadway Width: 4.3m (14.1ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 8,  Length of Maximum Span: 3.7m (12.1ft),  Curb-To-Curb Width: 5.5m (18.0ft),  Out-to-Out Width: 6.1m (20.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Fair,  Operating Rating: 39.0 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: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 2.93m (9.61ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2021,  Total Project Cost: $161,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 140280AA0266003,  Location: 2.55 MI SE OF FM 20 (Lat: 29.865161,  Lng: -97.615375),  Route carried "on" structure: County highway 202,  Year Built: 1999,  Status: Open,  Structure Length: 4.21m (13.81ft),  Average Daily Traffic: 100 (year 2015),  Average Future Daily Traffic: 85 (year 2027),  Design Load: HS 20,  Features Intersected: PLUM CREEK,  Facility Carried by Structure: OLD MCMAHAN RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.104,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 15.9m (52.2ft),  Curb-To-Curb Width: 7.1m (23.3ft),  Out-to-Out Width: 7.8m (25.6ft)

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: 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: December 2021,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 140280AA0272502,  Location: 2.00 MI SW OF SH 142 (Lat: 29.869364,  Lng: -97.731108),  Route carried "on" structure: County highway 108,  Year Built: 2010,  Status: Open,  Structure Length: 1.52m (4.99ft),  Average Daily Traffic: 168 (year 2010),  Average Future Daily Traffic: 218 (year 2027),  Design Load: HL 93,  Features Intersected: CLEAR FORK PLUM CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.219,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 7.6m (24.9ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.2m (30.2ft)

Condition: Deck: Good,  Superstructure: Very 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: Equal to present minimum criteria,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 140280AA0345002,  Location: 0.60 MI SW OF US 183 (Lat: 29.835644,  Lng: -97.678492),  Route carried "on" structure: County highway 213,  Year Built: 1997,  Status: Open,  Structure Length: 3.05m (10.01ft),  Average Daily Traffic: 438 (year 2020),  Average Future Daily Traffic: 675 (year 2027),  Design Load: HS 20,  Features Intersected: CLEAR FORK PLUM CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.966,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 5.5m (18.0ft),  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: 15.2m (49.9ft),  Curb-To-Curb Width: 7.2m (23.6ft),  Out-to-Out Width: 7.9m (25.9ft)

Condition: Deck: 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: Meets minimum limits,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2021,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 140280B00050001,  Location: 0.5 MI S OF FM 2001 (Lat: 29.890800,  Lng: -97.675833),  Route carried "on" structure: City street 417,  Year Built: 1942,  Status: Open,  Structure Length: 1.37m (4.49ft),  Average Daily Traffic: 266 (year 2011),  Average Future Daily Traffic: 380 (year 2031),  Design Load: H 15,  Features Intersected: TOWN CREEK,  Facility Carried by Structure: N BLANCO SREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.805,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 3.0m (9.8ft),  Curb-To-Curb Width: 15.3m (50.2ft),  Out-to-Out Width: 15.7m (51.5ft)

Condition: Channel: Poor,  Culverts: Poor,  Operating Rating: 41.7 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: Meets minimum limits,  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: December 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 140280B00180001,  Location: 0.45 MI N OF SH 142 (Lat: 29.888044,  Lng: -97.672056),  Route carried "on" structure: City street ,  Year Built: 1909,  Year Reconstructed: 2002,  Status: Posted for load,  Structure Length: 1.04m (3.41ft),  Average Daily Traffic: 690 (year 2011),  Average Future Daily Traffic: 800 (year 2031),  Features Intersected: TOWN BRANCH,  Facility Carried by Structure: N COMMERCE ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.805,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.8m (32.2ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.3m (4.3ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 10.0m (32.8ft)

Condition: Deck: Very good,  Superstructure: Good,  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: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below),  Length Of Structure Improvement: 1.04m (3.41ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2021,  Total Project Cost: $91,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 140280B00405001,  Location: 0.30 MI E OF US 183 (Lat: 29.885431,  Lng: -97.665261),  Route carried "on" structure: City street ,  Year Built: 1991,  Status: Open,  Structure Length: 1.37m (4.49ft),  Average Daily Traffic: 1,803 (year 2011),  Average Future Daily Traffic: 2,000 (year 2031),  Features Intersected: TOWN BRANCH,  Facility Carried by Structure: E MARKET ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.368,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 8.2m (26.9ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 3.0m (9.8ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.3m (4.3ft),  Curb-To-Curb Width: 12.1m (39.7ft),  Out-to-Out Width: 14.2m (46.6ft)

Condition: Channel: Good,  Culverts: 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 desirable criteria,  Length Of Structure Improvement: 1.28m (4.20ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2021,  Bridge Improvement Cost: $22,000,  Roadway Improvement Cost: $10,000,  Total Project Cost: $32,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 140280015202072,  Location: 0.2 MI N OF SH 142 (Lat: 29.887467,  Lng: -97.670839),  Route carried "under" structure: City street ,  Year Built: 2008,  Structure Length: 0. m,  Average Daily Traffic: 500 (year 2013),  Truck Traffic: 5%,  Features Intersected: TOWN CREEK/UPRR/CEMETERY,  Facility Carried by Structure: US 183
Minimum Vertical Clearance: 5.39m (17.68ft),  Kilometerpoint: 16.991,  Lanes on structure: 4,  Lanes under structure: 3,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 38.1m (125.0ft)

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Structure Number: 140280015202073,  Location: US 183 / SH 130 INTCHNG (Lat: 29.915181,  Lng: -97.679658),  Route carried "under" structure: Ramp US 183,  Year Built: 2012,  Structure Length: 0. m,  Average Daily Traffic: 6,951 (year 2010),  Truck Traffic: 10%,  Features Intersected: US 183/SH 130 NB ON RAMP,  Facility Carried by Structure: SH 130 NB FR
Minimum Vertical Clearance: 5.26m (17.26ft),  Kilometerpoint: 14.043,  Lanes on structure: 2,  Lanes under structure: 1,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 37.2m (122.0ft)

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Structure Number: 140280015202074,  Location: US 183/SH 130 INTERCH (Lat: 29.913942,  Lng: -97.680961),  Route carried "under" structure: Ramp US 183,  Year Built: 2012,  Structure Length: 0. m,  Average Daily Traffic: 6,250 (year 2013),  Truck Traffic: 11%,  Features Intersected: US 183 SB ON RAMP,  Facility Carried by Structure: SH 130 NB FR
Minimum Vertical Clearance: 6.25m (20.51ft),  Kilometerpoint: 14.235,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 45.1m (148.0ft)

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Structure Number: 140280015202075,  Location: US 183 / SH 130 INTERCH (Lat: 29.914600,  Lng: -97.680908),  Route carried "under" structure: Ramp US 183,  Year Built: 2012,  Structure Length: 0. m,  Average Daily Traffic: 6,250 (year 2013),  Truck Traffic: 11%,  Features Intersected: US 183 SB ON RAMP,  Facility Carried by Structure: SH 130 NB ML
Minimum Vertical Clearance: 5.49m (18.01ft),  Kilometerpoint: 14.145,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 28.0m (91.9ft)

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Structure Number: 140280015202076,  Location: US 183 / SH 130 INTERCH (Lat: 29.916483,  Lng: -97.680006),  Route carried "under" structure: Ramp US 183,  Year Built: 2012,  Structure Length: 0. m,  Average Daily Traffic: 6,250 (year 2013),  Truck Traffic: 11%,  Features Intersected: US 183 SB ON RAMP,  Facility Carried by Structure: SH 130 SB ML
Minimum Vertical Clearance: 5.74m (18.83ft),  Kilometerpoint: 14.048,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 38.1m (125.0ft)

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Structure Number: 140280015202077,  Location: US 183 / SH 130 INTERCH (Lat: 29.913758,  Lng: -97.680481),  Route carried "under" structure: Other road 130,  Year Built: 2012,  Structure Length: 0. m,  Average Daily Traffic: 35,109 (year 2010),  Truck Traffic: 15%,  Features Intersected: SH 130
Minimum Vertical Clearance: 7.04m (23.10ft),  Kilometerpoint: 107.149,  Lanes on structure: 1,  Lanes under structure: 6,  Toll: On toll road,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 39.3m (128.9ft)

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Structure Number: 140280358301044,  Location: 5.4 MI S OF SH 21 (Lat: 29.951008,  Lng: -97.673806),  Route carried "under" structure: State highway 1185,  Year Built: 2011,  Structure Length: 0. m,  Average Daily Traffic: 1,620 (year 2013),  Truck Traffic: 23%,  Features Intersected: FM 1185,  Facility Carried by Structure: SH 130 NB ML
Minimum Vertical Clearance: 5.28m (17.32ft),  Kilometerpoint: 7.384,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 34.7m (113.8ft)

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Structure Number: 140280358301045,  Location: 5.4 MI S OF SH 21 (Lat: 29.951606,  Lng: -97.674617),  Route carried "under" structure: State highway 1185,  Year Built: 2011,  Structure Length: 0. m,  Average Daily Traffic: 1,620 (year 2013),  Truck Traffic: 23%,  Features Intersected: FM 1185,  Facility Carried by Structure: SH 130 SB ML
Minimum Vertical Clearance: 4.85m (15.91ft),  Kilometerpoint: 7.429,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 34.7m (113.8ft)

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Structure Number: 140280358301046,  Location: 1.5 MI S OF FM 1185 (Lat: 29.929997,  Lng: -97.675586),  Route carried "under" structure: Other road 130,  Year Built: 2011,  Structure Length: 0. m,  Average Daily Traffic: 35,109 (year 2010),  Truck Traffic: 15%,  Features Intersected: SH 130 ML,  Facility Carried by Structure: PLUM CREEK T/A
Minimum Vertical Clearance: 5.49m (18.01ft),  Kilometerpoint: 105.303,  Lanes on structure: 2,  Lanes under structure: 4,  Toll: On toll road,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 39.6m (129.9ft)

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Structure Number: 140280358301047,  Location: 1.7 MI SW OF US 183 (Lat: 29.900369,  Lng: -97.702078),  Route carried "under" structure: State highway 2001,  Year Built: 2011,  Structure Length: 0. m,  Average Daily Traffic: 1,450 (year 2013),  Truck Traffic: 3%,  Features Intersected: FM 2001,  Facility Carried by Structure: SH 130 NB ML
Minimum Vertical Clearance: 6.04m (19.82ft),  Kilometerpoint: 12.987,  Lanes under structure: 3,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 38.1m (125.0ft)

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Structure Number: 140280358301048,  Location: 1.7 MI SW OF US 183 (Lat: 29.900917,  Lng: -97.702181),  Route carried "under" structure: State highway 2001,  Year Built: 2011,  Structure Length: 0. m,  Average Daily Traffic: 1,450 (year 2013),  Truck Traffic: 3%,  Features Intersected: FM 2001,  Facility Carried by Structure: SH 130 SB ML
Minimum Vertical Clearance: 6.12m (20.08ft),  Kilometerpoint: 12.938,  Lanes under structure: 3,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 38.1m (125.0ft)

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Structure Number: 140280358301049,  Location: 1.4 MI S OF FM 2001 (Lat: 29.884381,  Lng: -97.713289),  Route carried "under" structure: State highway 142,  Year Built: 2011,  Structure Length: 0. m,  Average Daily Traffic: 7,630 (year 2013),  Truck Traffic: 12%,  Features Intersected: SH 142,  Facility Carried by Structure: SH 130 NB ML
Minimum Vertical Clearance: 5.28m (17.32ft),  Kilometerpoint: 13.811,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 34.4m (112.9ft)

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Structure Number: 14028035830105,  Location: 1.4 MI S OF FM 2001 (Lat: 29.884397,  Lng: -97.713847),  Route carried "under" structure: State highway 142,  Year Built: 2011,  Structure Length: 0. m,  Average Daily Traffic: 7,630 (year 2013),  Truck Traffic: 12%,  Features Intersected: SH 142,  Facility Carried by Structure: SH 130 SB ML
Minimum Vertical Clearance: 5.79m (19.00ft),  Kilometerpoint: 13.766,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 34.4m (112.9ft)

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Structure Number: 140280358301051,  Location: 1.60 MI S OF SH 142 (Lat: 29.868739,  Lng: -97.706747),  Route carried "under" structure: Other road 130,  Year Built: 2012,  Structure Length: 0. m,  Average Daily Traffic: 20,961 (year 2010),  Truck Traffic: 15%,  Features Intersected: SH 130,  Facility Carried by Structure: CR 218/BOGGY CK RD
Minimum Vertical Clearance: 6.58m (21.59ft),  Kilometerpoint: 113.795,  Lanes under structure: 4,  Toll: On toll road,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 34.7m (113.8ft)

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Structure Number: 140280358301054,  Location: 0.7 MI S OF SH 142 (Lat: 29.879289,  Lng: -97.711697),  Route carried "under" structure: Other road 130,  Year Built: 2012,  Structure Length: 0. m,  Average Daily Traffic: 20,693 (year 2010),  Truck Traffic: 15%,  Features Intersected: SH 130,  Facility Carried by Structure: CR 108/BORCHERT LP
Minimum Vertical Clearance: 6.25m (20.51ft),  Kilometerpoint: 112.517,  Lanes under structure: 8,  Toll: On toll road,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 39.6m (129.9ft)

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Structure Number: 140280358301075,  Location: 1.6 MI S OF SH 142 (Lat: 29.869192,  Lng: -97.706783),  Route carried "under" structure: Other road 130,  Year Built: 2012,  Structure Length: 0. m,  Average Daily Traffic: 20,961 (year 2010),  Truck Traffic: 15%,  Features Intersected: SH 130 ML,  Facility Carried by Structure: CR 218 N T/A
Minimum Vertical Clearance: 5.94m (19.49ft),  Kilometerpoint: 113.744,  Lanes under structure: 4,  Toll: On toll road,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 34.7m (113.8ft)