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

Find on map >>   Show street view

Structure Number: 161370010204017,  Location: 0.9 MI S OF FM 1118 (Lat: 27.408219,  Lng: -97.847486),  Route carried "on" structure: US 77,  Year Built: 1922,  Year Reconstructed: 1953,  Status: Open,  Structure Length: 3.66m (12.01ft),  Average Daily Traffic: 9,304 (year 2019),  Truck Traffic: 26%,  Average Future Daily Traffic: 13,750 (year 2033),  Design Load: H 20,  Features Intersected: JABONCILLOS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 19.127,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 6.1m (20.0ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 44.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 20.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.66m (12.01ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Bridge Improvement Cost: $96,000,  Roadway Improvement Cost: $24,000,  Total Project Cost: $120,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: 161370010204056,  Location: 0.7 MI N OF FM 1898 (Lat: 27.538167,  Lng: -97.832453),  Route carried "on" structure: US 77,  Year Built: 1965,  Status: Open,  Structure Length: 7.32m (24.02ft),  Average Daily Traffic: 10,970 (year 2013),  Truck Traffic: 17%,  Average Future Daily Traffic: 15,360 (year 2033),  Design Load: HS 20,  Features Intersected: SAN FERNANDO CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.883,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 12.2m (40.0ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 12.9m (42.3ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  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: Somewhat better than minimum adequacy,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 7.32m (24.02ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Bridge Improvement Cost: $192,000,  Roadway Improvement Cost: $48,000,  Total Project Cost: $240,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: 161370010204057,  Location: 0.3 MI N OF SH 141 (Lat: 27.520533,  Lng: -97.841378),  Route carried "on" structure: ServiceUS 77,  Year Built: 1965,  Status: Open,  Structure Length: 4.88m (16.01ft),  Average Daily Traffic: 100 (year 2013),  Truck Traffic: 10%,  Average Future Daily Traffic: 140 (year 2033),  Features Intersected: TRANQUITAS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.133,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 12.2m (40.0ft),  Curb-To-Curb Width: 12.3m (40.4ft),  Out-to-Out Width: 12.9m (42.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 52.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 31.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than 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: June 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: 161370010204058,  Location: 0.1 MI S OF FM 1717 (Lat: 27.476950,  Lng: -97.854867),  Route carried "on" structure: US 77,  Year Built: 1965,  Status: Open,  Structure Length: 7.34m (24.08ft),  Average Daily Traffic: 9,500 (year 2020),  Truck Traffic: 18%,  Average Future Daily Traffic: 12,280 (year 2033),  Design Load: H 20,  Features Intersected: SANTA GERTRUDIS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 11.327,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Material/Design: Concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 12.2m (40.0ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 12.9m (42.3ft)

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

Find on map >>   Show street view

Structure Number: 161370010204059,  Location: 0.7 MI S OF FM 1717 (Lat: 27.466081,  Lng: -97.855253),  Route carried "on" structure: US 77,  Year Built: 1965,  Status: Open,  Structure Length: 6.10m (20.01ft),  Average Daily Traffic: 9,500 (year 2020),  Truck Traffic: 18%,  Average Future Daily Traffic: 12,280 (year 2033),  Design Load: HS 20,  Features Intersected: ESCONDIDO CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 12.527,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Material/Design: Concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 12.2m (40.0ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 12.9m (42.3ft)

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

Find on map >>   Show street view

Structure Number: 161370010204065,  Location: 0.7 MI N OF FM 1898 (Lat: 27.537511,  Lng: -97.832769),  Route carried "on" structure: US 77,  Year Built: 1970,  Status: Open,  Structure Length: 7.32m (24.02ft),  Average Daily Traffic: 10,970 (year 2013),  Truck Traffic: 17%,  Average Future Daily Traffic: 15,360 (year 2033),  Design Load: HS 20,  Features Intersected: SAN FERNANDO CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.880,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 12.2m (40.0ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  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: Equal to present minimum criteria,  Deck Geometry: Equal to present desirable criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Deck Structure Type: Concrete Cast-file-Place

Find on map >>   Show street view

Structure Number: 161370010204066,  Location: 0.3 MI N OF SH 141 (Lat: 27.520519,  Lng: -97.840569),  Route carried "on" structure: ServiceUS 77,  Year Built: 1970,  Status: Open,  Structure Length: 4.88m (16.01ft),  Average Daily Traffic: 2,934 (year 2020),  Truck Traffic: 18%,  Average Future Daily Traffic: 1,480 (year 2033),  Design Load: HS 20,  Features Intersected: TRANQUITAS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.133,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Material/Design: Concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 12.2m (40.0ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 13.5m (44.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  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: Equal to present minimum criteria,  Deck Geometry: Equal to present desirable criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Deck Structure Type: Concrete Cast-file-Place

Find on map >>   Show street view

Structure Number: 161370010204067,  Location: 0.1 MI S OF FM 1717 (Lat: 27.476089,  Lng: -97.854619),  Route carried "on" structure: US 77,  Year Built: 1970,  Status: Open,  Structure Length: 8.05m (26.41ft),  Average Daily Traffic: 8,844 (year 2020),  Truck Traffic: 18%,  Average Future Daily Traffic: 12,280 (year 2033),  Design Load: HS 20,  Features Intersected: SANTA GERTRUDIS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 11.331,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 13.4m (44.0ft),  Curb-To-Curb Width: 12.7m (41.7ft),  Out-to-Out Width: 13.5m (44.3ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Channel: Good,  Operating Rating: 32.7 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 24.5 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Better than 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: June 2020,  Deck Structure Type: Concrete Cast-file-Place

Find on map >>   Show street view

Structure Number: 161370010204068,  Location: 0.7 MI S OF FM 1717 (Lat: 27.465539,  Lng: -97.854811),  Route carried "on" structure: US 77,  Year Built: 1970,  Status: Open,  Structure Length: 6.10m (20.01ft),  Average Daily Traffic: 8,844 (year 2020),  Truck Traffic: 18%,  Average Future Daily Traffic: 12,280 (year 2033),  Design Load: HS 20,  Features Intersected: ESCONDIDO CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 12.527,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Material/Design: Concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 12.2m (40.0ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 13.5m (44.3ft)

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

Find on map >>   Show street view

Structure Number: 16137001020408,  Location: 1.70 MI S OF SH 141 (Lat: 27.491692,  Lng: -97.847189),  Route carried "on" structure: ServiceUS 77,  Year Built: 1981,  Year Reconstructed: 2004,  Status: Open,  Structure Length: 0.76m (2.49ft),  Average Daily Traffic: 14,400 (year 2012),  Truck Traffic: 21%,  Average Future Daily Traffic: 24,560 (year 2032),  Design Load: HS 20,  Features Intersected: DRAIN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.522,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Good,  Culverts: Satisfactory,  Operating Rating: 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: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: June 2020

Find on map >>   Show street view

Structure Number: 161370010204081,  Location: 1.70 MI S OF SH 141 (Lat: 27.491725,  Lng: -97.846008),  Route carried "on" structure: ServiceUS 77,  Year Built: 1981,  Year Reconstructed: 2004,  Status: Open,  Structure Length: 0.76m (2.49ft),  Average Daily Traffic: 14,400 (year 2012),  Truck Traffic: 21%,  Average Future Daily Traffic: 24,560 (year 2032),  Design Load: HS 20,  Features Intersected: DRAIN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.473,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft)

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: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: June 2020

Find on map >>   Show street view

Structure Number: 161370010204093,  Location: 1.2 MI S OF SH 141 (Lat: 27.499294,  Lng: -97.842308),  Route carried "on" structure: US 77,  Year Built: 1988,  Status: Open,  Structure Length: 12.19m (39.99ft),  Average Daily Traffic: 7,330 (year 2020),  Truck Traffic: 16%,  Average Future Daily Traffic: 14,280 (year 2033),  Design Load: HS 20,  Features Intersected: FM 425
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.555,  Lanes on structure: 2,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 30.5m (100.1ft),  Curb-To-Curb Width: 11.3m (37.1ft),  Out-to-Out Width: 12.2m (40.0ft)

Condition: Deck: Satisfactory,  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: Somewhat better than minimum adequacy,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Deck Structure Type: Concrete Cast-file-Place

Find on map >>   Show street view

Structure Number: 161370010204094,  Location: 1.2 MI S OF SH 141 (Lat: 27.498181,  Lng: -97.842619),  Route carried "on" structure: US 77,  Year Built: 1988,  Status: Open,  Structure Length: 12.19m (39.99ft),  Average Daily Traffic: 9,940 (year 2019),  Truck Traffic: 16%,  Average Future Daily Traffic: 14,280 (year 2033),  Design Load: HS 20,  Features Intersected: FM 425
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.555,  Lanes on structure: 2,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 30.5m (100.1ft),  Curb-To-Curb Width: 11.3m (37.1ft),  Out-to-Out Width: 12.2m (40.0ft)

Condition: Deck: Satisfactory,  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: Somewhat better than minimum adequacy,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Deck Structure Type: Concrete Cast-file-Place

Find on map >>   Show street view

Structure Number: 161370010204112,  Location: 1.2 MI N OF FM 425 (Lat: 27.514478,  Lng: -97.840556),  Route carried "on" structure: US 77,  Year Built: 1995,  Status: Open,  Structure Length: 20.42m (66.99ft),  Average Daily Traffic: 9,057 (year 2020),  Truck Traffic: 16%,  Average Future Daily Traffic: 14,280 (year 2033),  Design Load: HS 20,  Features Intersected: SH 141 (E KING AVE)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.637,  Lanes on structure: 2,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 7,  Length of Maximum Span: 30.5m (100.1ft),  Curb-To-Curb Width: 11.3m (37.1ft),  Out-to-Out Width: 12.2m (40.0ft)

Condition: Deck: Satisfactory,  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: 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,  Inspection Date: June 2020,  Deck Structure Type: Concrete Cast-file-Place

Find on map >>   Show street view

Structure Number: 161370010204113,  Location: 1.2 MI N OF FM 425 (Lat: 27.514472,  Lng: -97.840794),  Route carried "on" structure: US 77,  Year Built: 1995,  Status: Open,  Structure Length: 20.42m (66.99ft),  Average Daily Traffic: 9,784 (year 2020),  Truck Traffic: 16%,  Average Future Daily Traffic: 14,280 (year 2033),  Design Load: HS 20,  Features Intersected: SH 141 (E KING AVE)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.637,  Lanes on structure: 2,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 7,  Length of Maximum Span: 30.5m (100.1ft),  Curb-To-Curb Width: 11.3m (37.1ft),  Out-to-Out Width: 12.2m (40.0ft)

Condition: Deck: Fair,  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: 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,  Inspection Date: June 2020,  Deck Structure Type: Concrete Cast-file-Place

Find on map >>   Show street view

Structure Number: 161370010204121,  Location: 1.7 MI S OF SH 141 (Lat: 27.491783,  Lng: -97.846731),  Route carried "on" structure: US 77,  Year Built: 2000,  Status: Open,  Structure Length: 8.20m (26.90ft),  Average Daily Traffic: 7,330 (year 2020),  Truck Traffic: 26%,  Average Future Daily Traffic: 14,110 (year 2033),  Design Load: HS 20,  Features Intersected: FM 1356
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.471,  Lanes on structure: 2,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 2 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: 34.0m (111.5ft),  Curb-To-Curb Width: 11.3m (37.1ft),  Out-to-Out Width: 12.0m (39.4ft)

Condition: Deck: Satisfactory,  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: 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,  Inspection Date: June 2020,  Bridge Improvement Cost: $76,000,  Roadway Improvement Cost: $19,000,  Total Project Cost: $95,000,  Deck Structure Type: Concrete Cast-file-Place

Find on map >>   Show street view

Structure Number: 161370010204122,  Location: 1.7 MI S OF SH 141 (Lat: 27.491164,  Lng: -97.846742),  Route carried "on" structure: US 77,  Year Built: 2000,  Status: Open,  Structure Length: 8.20m (26.90ft),  Average Daily Traffic: 9,940 (year 2019),  Truck Traffic: 26%,  Average Future Daily Traffic: 14,110 (year 2033),  Design Load: HS 20,  Features Intersected: FM 1356
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.164,  Lanes on structure: 2,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 2 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: 34.0m (111.5ft),  Curb-To-Curb Width: 11.3m (37.1ft),  Out-to-Out Width: 12.0m (39.4ft)

Condition: Deck: Satisfactory,  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: Equal to present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Deck Structure Type: Concrete Cast-file-Place

Find on map >>   Show street view

Structure Number: 161370010204123,  Location: 0.55 MI N OF FM 2045 (Lat: 27.531139,  Lng: -97.840194),  Route carried "on" structure: US 77,  Year Built: 2005,  Status: Open,  Structure Length: 9.75m (31.99ft),  Average Daily Traffic: 10,200 (year 2013),  Truck Traffic: 16%,  Average Future Daily Traffic: 14,280 (year 2033),  Design Load: HL 93,  Features Intersected: FM 1898
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.954,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 37.3m (122.4ft),  Curb-To-Curb Width: 11.4m (37.4ft),  Out-to-Out Width: 12.2m (40.0ft)

Condition: Deck: Satisfactory,  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: Somewhat better than minimum adequacy,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Deck Structure Type: Concrete Cast-file-Place

Find on map >>   Show street view

Structure Number: 161370010204124,  Location: 0.55 MI N OF FM 2045 (Lat: 27.530344,  Lng: -97.840192),  Route carried "on" structure: US 77,  Year Built: 2005,  Status: Open,  Structure Length: 9.75m (31.99ft),  Average Daily Traffic: 10,200 (year 2013),  Truck Traffic: 16%,  Average Future Daily Traffic: 14,280 (year 2033),  Design Load: HL 93,  Features Intersected: FM 1898
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.946,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 37.2m (122.0ft),  Curb-To-Curb Width: 11.5m (37.7ft),  Out-to-Out Width: 12.2m (40.0ft)

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: Somewhat better than minimum adequacy,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Deck Structure Type: Concrete Cast-file-Place

Find on map >>   Show street view

Structure Number: 161370010204125,  Location: 0.55 MI S OF FM 1898 (Lat: 27.523444,  Lng: -97.841050),  Route carried "on" structure: US 77,  Year Built: 2005,  Status: Open,  Structure Length: 9.75m (31.99ft),  Average Daily Traffic: 10,200 (year 2013),  Truck Traffic: 16%,  Average Future Daily Traffic: 14,280 (year 2033),  Design Load: HL 93,  Features Intersected: FM 2045
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.815,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 36.6m (120.1ft),  Curb-To-Curb Width: 11.5m (37.7ft),  Out-to-Out Width: 12.2m (40.0ft)

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: Somewhat better than minimum adequacy,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Deck Structure Type: Concrete Cast-file-Place

Find on map >>   Show street view

Structure Number: 161370010204126,  Location: 0.55 MI S OF FM 1898 (Lat: 27.522597,  Lng: -97.840714),  Route carried "on" structure: US 77,  Year Built: 2005,  Status: Open,  Structure Length: 9.75m (31.99ft),  Average Daily Traffic: 9,057 (year 2020),  Truck Traffic: 16%,  Average Future Daily Traffic: 14,280 (year 2033),  Design Load: HL 93,  Features Intersected: FM 2045
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.815,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 36.6m (120.1ft),  Curb-To-Curb Width: 11.5m (37.7ft),  Out-to-Out Width: 12.2m (40.0ft)

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: Somewhat better than minimum adequacy,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Deck Structure Type: Concrete Cast-file-Place

Find on map >>   Show street view

Structure Number: 161370010204127,  Location: 0.70 MI S OF FM 1898 (Lat: 27.520658,  Lng: -97.840992),  Route carried "on" structure: US 77,  Year Built: 2005,  Status: Open,  Structure Length: 6.40m (21.00ft),  Average Daily Traffic: 9,245 (year 2020),  Truck Traffic: 16%,  Average Future Daily Traffic: 14,280 (year 2033),  Design Load: HL 93,  Features Intersected: TRANQUITAS CK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.122,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 21.3m (69.9ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 12.6m (41.3ft)

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: Equal to 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: June 2020,  Deck Structure Type: Concrete Cast-file-Place

Find on map >>   Show street view

Structure Number: 161370010204128,  Location: 0.70 MI S OF FM 1898 (Lat: 27.520103,  Lng: -97.840633),  Route carried "on" structure: US 77,  Year Built: 2005,  Status: Open,  Structure Length: 6.40m (21.00ft),  Average Daily Traffic: 8,554 (year 2020),  Truck Traffic: 16%,  Average Future Daily Traffic: 14,280 (year 2033),  Design Load: HL 93,  Features Intersected: TRANQUITAS CK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.124,  Lanes on structure: 3,  Owner: State Highway Agency,  Approaching Roadway Width: 14.0m (45.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 21.3m (69.9ft),  Curb-To-Curb Width: 14.3m (46.9ft),  Out-to-Out Width: 15.5m (50.9ft)

Condition: Deck: Good,  Superstructure: 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: June 2020,  Deck Structure Type: Concrete Cast-file-Place

Find on map >>   Show street view

Structure Number: 161370010204176,  Location: 0.6 MI N OF FM 425 (Lat: 27.506633,  Lng: -97.840450),  Route carried "on" structure: US 77,  Year Built: 2013,  Status: Open,  Structure Length: 8.38m (27.49ft),  Average Daily Traffic: 9,057 (year 2020),  Truck Traffic: 23%,  Average Future Daily Traffic: 15,210 (year 2031),  Design Load: HL 93,  Features Intersected: E. CAESAR AVE.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.590,  Lanes on structure: 2,  Lanes under structure: 5,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 29.0m (95.1ft),  Curb-To-Curb Width: 11.5m (37.7ft),  Out-to-Out Width: 12.2m (40.0ft)

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: 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,  Inspection Date: June 2020,  Deck Structure Type: Concrete Cast-file-Place

Find on map >>   Show street view

Structure Number: 161370010204177,  Location: 0.6 MI N OF FM 425 (Lat: 27.507333,  Lng: -97.840833),  Route carried "on" structure: US 77,  Year Built: 2013,  Status: Open,  Structure Length: 8.38m (27.49ft),  Average Daily Traffic: 9,784 (year 2020),  Truck Traffic: 23%,  Average Future Daily Traffic: 15,210 (year 2031),  Design Load: HL 93,  Features Intersected: E. CAESAR AVE.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.590,  Lanes on structure: 2,  Lanes under structure: 5,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 29.0m (95.1ft),  Curb-To-Curb Width: 11.5m (37.7ft),  Out-to-Out Width: 12.2m (40.0ft)

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: 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,  Inspection Date: June 2020,  Deck Structure Type: Concrete Cast-file-Place

Find on map >>   Show street view

Structure Number: 161370010204186,  Location: 0 (Lat: 27.537900,  Lng: -97.833119),  Route carried "on" structure: US 77,  Year Built: 2018,  Status: Open,  Structure Length: 7.32m (24.02ft),  Average Daily Traffic: 4,200 (year 2012),  Average Future Daily Traffic: 5,900 (year 2033),  Design Load: HL 93,  Features Intersected: San Fernando Creek
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.949,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 24.4m (80.1ft),  Curb-To-Curb Width: 10.7m (35.1ft),  Out-to-Out Width: 11.6m (38.1ft)

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: Somewhat better than minimum adequacy,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Deck Structure Type: Concrete Cast-file-Place

Find on map >>   Show street view

Structure Number: 161370010204187,  Location: 0 (Lat: 27.549000,  Lng: -97.815419),  Route carried "on" structure: US 77,  Year Built: 2018,  Status: Open,  Structure Length: 2.90m (9.51ft),  Average Daily Traffic: 19,300 (year 2012),  Truck Traffic: 26%,  Average Future Daily Traffic: 27,200 (year 2032),  Design Load: HL 93,  Features Intersected: Kleberg County Crossover
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.704,  Lanes on structure: 2,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  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: 11.4m (37.4ft),  Out-to-Out Width: 12.3m (40.4ft)

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: 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: June 2020,  Deck Structure Type: Concrete Cast-file-Place

Find on map >>   Show street view

Structure Number: 161370010204188,  Location: 0 (Lat: 27.548833,  Lng: -97.815283),  Route carried "on" structure: US 77,  Year Built: 2018,  Status: Open,  Structure Length: 2.90m (9.51ft),  Average Daily Traffic: 19,300 (year 2012),  Truck Traffic: 26%,  Average Future Daily Traffic: 27,200 (year 2032),  Design Load: HL 93,  Features Intersected: Kleberg County Crossover
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.701,  Lanes on structure: 2,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  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: 11.4m (37.4ft),  Out-to-Out Width: 12.3m (40.4ft)

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

Find on map >>   Show street view

Structure Number: 161370010212013,  Location: 0.5 MI N OF FM 1355 (Lat: 27.550247,  Lng: -97.840961),  Route carried "on" structure: Business State highway 77,  Year Built: 1922,  Year Reconstructed: 1993,  Status: Open,  Structure Length: 5.67m (18.60ft),  Average Daily Traffic: 7,713 (year 2020),  Truck Traffic: 8%,  Average Future Daily Traffic: 5,260 (year 2033),  Design Load: H 15,  Features Intersected: SAN FERNANDO CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.233,  Lanes on structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 19.5m (64.0ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 9.4m (30.8ft),  Curb-To-Curb Width: 19.4m (63.6ft),  Out-to-Out Width: 20.3m (66.6ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  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: Equal to present minimum criteria,  Deck Geometry: Better than 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: June 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: 161370010212015,  Location: 0.4 MI S OF FM 1356 (Lat: 27.484969,  Lng: -97.867775),  Route carried "on" structure: Business State highway 77,  Year Built: 1922,  Year Reconstructed: 1953,  Status: Open,  Structure Length: 4.72m (15.49ft),  Average Daily Traffic: 4,150 (year 2013),  Truck Traffic: 8%,  Average Future Daily Traffic: 5,810 (year 2033),  Features Intersected: SANTA GERTRUDIS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.703,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 9.4m (30.8ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.1m (43.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Good,  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: Equal to 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: June 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: 161370010212016,  Location: 1.4 MI S OF FM 1356 (Lat: 27.470606,  Lng: -97.865694),  Route carried "on" structure: Business State highway 77,  Year Built: 1922,  Year Reconstructed: 1953,  Status: Open,  Structure Length: 3.78m (12.40ft),  Average Daily Traffic: 2,920 (year 2013),  Truck Traffic: 8%,  Average Future Daily Traffic: 4,090 (year 2033),  Features Intersected: ESCONDIDO CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 11.360,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 9.4m (30.8ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.1m (43.0ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Satisfactory,  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: 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: June 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: 161370010212035,  Location: 0.1 MI S OF FM 2045 (Lat: 27.521708,  Lng: -97.856339),  Route carried "on" structure: Business State highway 77,  Year Built: 1956,  Year Reconstructed: 1992,  Status: Open,  Structure Length: 3.35m (10.99ft),  Average Daily Traffic: 11,280 (year 2013),  Truck Traffic: 8%,  Average Future Daily Traffic: 15,800 (year 2033),  Features Intersected: TRANQUITAS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.090,  Lanes on structure: 5,  Owner: State Highway Agency,  Approaching Roadway Width: 19.8m (65.0ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Number Of Approach Spans: 1,  Length of Maximum Span: 9.1m (29.9ft),  Curb or Sidewalk Widths: Left: 1.6m (5.2ft),  Right: 1.6m (5.2ft),  Curb-To-Curb Width: 19.8m (65.0ft),  Out-to-Out Width: 23.8m (78.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  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: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.35m (10.99ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: 161370038304006,  Location: 3.9 MI W OF BUS 77 (Lat: 27.530100,  Lng: -97.914286),  Route carried "on" structure: State highway 141,  Year Built: 1936,  Year Reconstructed: 1989,  Status: Open,  Structure Length: 0.64m (2.10ft),  Average Daily Traffic: 5,290 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 7,210 (year 2033),  Design Load: H 15,  Features Intersected: DRAW
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 14.484,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 0.9m (3.0ft)

Condition: Channel: Good,  Culverts: Satisfactory,  Operating Rating: 32.7 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 24.5 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020

Find on map >>   Show street view

Structure Number: 16137003830401,  Location: 4.60 MI W OF BUS 77 (Lat: 27.530964,  Lng: -97.926844),  Route carried "on" structure: State highway 141,  Year Built: 1957,  Status: Open,  Structure Length: 1.52m (4.99ft),  Average Daily Traffic: 4,523 (year 2019),  Truck Traffic: 6%,  Average Future Daily Traffic: 7,150 (year 2033),  Features Intersected: CATTLE PASS
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 13.208,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 12.5m (41.0ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 2,  Length of Maximum Span: 6.1m (20.0ft),  Curb-To-Curb Width: 12.7m (41.7ft),  Out-to-Out Width: 13.5m (44.3ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: 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: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: 161370038305127,  Location: 2.4 MI E OF US 77 (Lat: 27.519722,  Lng: -97.803253),  Route carried "on" structure: State highway 2045,  Year Built: 2014,  Status: Open,  Structure Length: 2.29m (7.51ft),  Average Daily Traffic: 210 (year 2020),  Truck Traffic: 29%,  Average Future Daily Traffic: 500 (year 2032),  Design Load: HL 93,  Features Intersected: SAN FERNANDO CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.383,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 8.8m (28.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 7.6m (24.9ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 9.8m (32.2ft)

Condition: Deck: Very 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: 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: June 2020,  Deck Structure Type: Concrete Cast-file-Place

Find on map >>   Show street view

Structure Number: 161370184501001,  Location: 0.70 MI E OF FM 3320 (Lat: 27.464522,  Lng: -97.829983),  Route carried "on" structure: State highway 1717,  Year Built: 1954,  Year Reconstructed: 1971,  Status: Open,  Structure Length: 1.02m (3.35ft),  Average Daily Traffic: 1,168 (year 2020),  Truck Traffic: 11%,  Average Future Daily Traffic: 1,600 (year 2033),  Design Load: HS 20,  Features Intersected: SANTA GERTRUDIS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.790,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 1.8m (5.9ft),  Curb-To-Curb Width: 10.5m (34.4ft),  Out-to-Out Width: 12.6m (41.3ft)

Condition: Channel: Satisfactory,  Culverts: 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: Equal to present minimum criteria,  Waterway Adequacy: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.98m (3.22ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020

Find on map >>   Show street view

Structure Number: 161370B00840001,  Location: 0.4 MI S OF FM 1898 (Lat: 27.526086,  Lng: -97.867411),  Route carried "on" structure: City street ,  Year Built: 1940,  Year Reconstructed: 1991,  Status: Open,  Structure Length: 4.08m (13.39ft),  Average Daily Traffic: 1,000 (year 2011),  Average Future Daily Traffic: 1,500 (year 2031),  Features Intersected: TRANQUITAS CREEK,  Facility Carried by Structure: 6TH STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.770,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 15.2m (49.9ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 6.7m (22.0ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.6m (5.2ft),  Curb-To-Curb Width: 15.6m (51.2ft),  Out-to-Out Width: 17.9m (58.7ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 32.7 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 24.5 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Structure Number: 161370010204093,  Location: 1.2 MI S OF SH 141,  Route carried "under" structure: State highway 425,  Year Built: 1988,  Structure Length: 0. m,  Average Daily Traffic: 2,400 (year 2013),  Truck Traffic: 10%,  Features Intersected: FM 425,  Facility Carried by Structure: US 77 SB
Minimum Vertical Clearance: 5.05m (16.57ft),  Kilometerpoint: 1.593,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 30.5m (100.1ft)

Structure Number: 161370010204094,  Location: 1.2 MI S OF SH 141,  Route carried "under" structure: State highway 425,  Year Built: 1988,  Structure Length: 0. m,  Average Daily Traffic: 2,400 (year 2013),  Truck Traffic: 10%,  Features Intersected: FM 425,  Facility Carried by Structure: US 77 NB
Minimum Vertical Clearance: 5.23m (17.16ft),  Kilometerpoint: 1.619,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 30.5m (100.1ft)

Structure Number: 161370010204112,  Location: 1.2 MI N OF FM 425,  Route carried "under" structure: State highway 141,  Year Built: 1995,  Structure Length: 0. m,  Average Daily Traffic: 5,850 (year 2013),  Truck Traffic: 7%,  Features Intersected: SH 141 (E KING AVE),  Facility Carried by Structure: US 77 NB
Minimum Vertical Clearance: 5.11m (16.77ft),  Kilometerpoint: 22.196,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 30.5m (100.1ft)

Structure Number: 161370010204113,  Location: 1.2 MI N OF FM 425,  Route carried "under" structure: State highway 141,  Year Built: 1995,  Structure Length: 0. m,  Average Daily Traffic: 5,850 (year 2013),  Truck Traffic: 7%,  Features Intersected: SH 141 (E KING AVE),  Facility Carried by Structure: US 77 SB
Minimum Vertical Clearance: 5.03m (16.50ft),  Kilometerpoint: 22.174,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 30.5m (100.1ft)

Structure Number: 161370010204121,  Location: 1.7 MI S OF SH 141,  Route carried "under" structure: State highway 1356,  Year Built: 2000,  Structure Length: 0. m,  Average Daily Traffic: 9,920 (year 2013),  Truck Traffic: 10%,  Features Intersected: FM 1356,  Facility Carried by Structure: US 77 SB
Minimum Vertical Clearance: 5.21m (17.09ft),  Kilometerpoint: 7.287,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 34.0m (111.5ft)

Structure Number: 161370010204122,  Location: 1.7 MI S OF SH 141,  Route carried "under" structure: State highway 1356,  Year Built: 2000,  Structure Length: 0. m,  Average Daily Traffic: 6,800 (year 2010),  Features Intersected: FM 1356,  Facility Carried by Structure: US 77 NB
Minimum Vertical Clearance: 5.23m (17.16ft),  Kilometerpoint: 5.184,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 34.0m (111.5ft)

Structure Number: 161370010204123,  Location: 0.55 MI N OF FM 2045,  Route carried "under" structure: State highway 1898,  Year Built: 2005,  Structure Length: 0. m,  Average Daily Traffic: 3,000 (year 2010),  Truck Traffic: 15%,  Features Intersected: FM 1898,  Facility Carried by Structure: US 77 SB
Minimum Vertical Clearance: 5.79m (19.00ft),  Kilometerpoint: 1.593,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 37.3m (122.4ft)

Structure Number: 161370010204124,  Location: 0.55 MI N OF FM 2045,  Route carried "under" structure: State highway 1898,  Year Built: 2005,  Structure Length: 0. m,  Average Daily Traffic: 3,000 (year 2010),  Truck Traffic: 15%,  Features Intersected: FM 1898,  Facility Carried by Structure: US 77 NB
Minimum Vertical Clearance: 5.36m (17.59ft),  Kilometerpoint: 1.617,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 37.2m (122.0ft)

Structure Number: 161370010204125,  Location: 0.55 MI S OF FM 1898,  Route carried "under" structure: State highway 2045,  Year Built: 2005,  Structure Length: 0. m,  Average Daily Traffic: 2,000 (year 2013),  Truck Traffic: 8%,  Features Intersected: FM 2045,  Facility Carried by Structure: US 77 SB
Minimum Vertical Clearance: 5.46m (17.91ft),  Kilometerpoint: 1.502,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 36.6m (120.1ft)

Structure Number: 161370010204126,  Location: 0.55 MI S OF FM 1898,  Route carried "under" structure: State highway 2045,  Year Built: 2005,  Structure Length: 0. m,  Average Daily Traffic: 1,170 (year 2013),  Truck Traffic: 8%,  Features Intersected: FM 2045,  Facility Carried by Structure: US 77 NB
Minimum Vertical Clearance: 5.41m (17.75ft),  Kilometerpoint: 1.526,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 36.6m (120.1ft)

Structure Number: 161370010204176,  Location: 0.6 MI N OF FM 425,  Route carried "under" structure: City street ,  Year Built: 2013,  Structure Length: 0. m,  Average Daily Traffic: 1,000 (year 2010),  Truck Traffic: 1%,  Features Intersected: E. CAESAR AVE.,  Facility Carried by Structure: US 77 NB
Minimum Vertical Clearance: 5.26m (17.26ft),  Kilometerpoint: 0.000,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 29.0m (95.1ft)

Structure Number: 161370010204177,  Location: 0.6 MI N OF FM 425,  Route carried "under" structure: City street ,  Year Built: 2013,  Structure Length: 0. m,  Average Daily Traffic: 1,000 (year 2010),  Truck Traffic: 1%,  Features Intersected: E. CAESAR AVE.,  Facility Carried by Structure: US 77 SB
Minimum Vertical Clearance: 5.31m (17.42ft),  Kilometerpoint: 0.000,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 29.0m (95.1ft)

Find on map >>   Show street view

Structure Number: 161370010204187,  Location: 0 (Lat: 27.549000,  Lng: -97.815419),  Route carried "under" structure: Other road ,  Year Built: 2018,  Structure Length: 0. m,  Features Intersected: Kleberg County Crossover,  Facility Carried by Structure: US 77 SB ML
Minimum Vertical Clearance: 5.20m (17.06ft),  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 29.0m (95.1ft)

Find on map >>   Show street view

Structure Number: 161370010204188,  Location: 0 (Lat: 27.548833,  Lng: -97.815283),  Route carried "under" structure: Other road ,  Year Built: 2018,  Structure Length: 0. m,  Features Intersected: Kleberg County Crossover,  Facility Carried by Structure: US 77 NB ML
Minimum Vertical Clearance: 5.20m (17.06ft),  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 29.0m (95.1ft)