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

Find on map >>   Show street view

Structure Number: 150150245202054,  Location: 0.30 Mi W of IH 10 (Lat: 29.590461,  Lng: -98.603758),  Route carried "on" structure: Ramp State highway 1604,  Year Built: 1981,  Status: Open,  Structure Length: 5.49m (18.01ft),  Average Daily Traffic: 9,550 (year 2013),  Truck Traffic: 9%,  Average Future Daily Traffic: 13,370 (year 2033),  Design Load: HS 20,  Features Intersected: Leon Creek
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.570,  Lanes on structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 2,  Length of Maximum Span: 24.4m (80.1ft),  Curb-To-Curb Width: 7.4m (24.3ft),  Out-to-Out Width: 8.2m (26.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: 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: June 2020,  Deck Structure Type: Concrete Cast-file-Place

Find on map >>   Show street view

Structure Number: 150150245202055,  Location: 0.30 Mi W of IH 10 (Lat: 29.589761,  Lng: -98.603850),  Route carried "on" structure: ServiceState highway 1604,  Year Built: 1981,  Status: Open,  Structure Length: 7.38m (24.21ft),  Average Daily Traffic: 13,060 (year 2019),  Truck Traffic: 5%,  Average Future Daily Traffic: 14,510 (year 2033),  Design Load: HS 20,  Features Intersected: Leon Creek
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.823,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 1,  Length of Maximum Span: 24.4m (80.1ft),  Curb or Sidewalk Widths: Left: 2.4m (7.9ft),  Right: 0.0m,  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 12.6m (41.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: 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: 150150245202057,  Location: 1.73 Mi W of IH 10 (Lat: 29.588125,  Lng: -98.626600),  Route carried "on" structure: ServiceState highway 1604,  Year Built: 1981,  Status: Open,  Structure Length: 7.77m (25.49ft),  Average Daily Traffic: 39,860 (year 2014),  Truck Traffic: 5%,  Average Future Daily Traffic: 95,950 (year 2034),  Design Load: HS 20,  Features Intersected: Trib. of Leon Creek
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.543,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Skew: 6 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 25.9m (85.0ft),  Curb-To-Curb Width: 11.1m (36.4ft),  Out-to-Out Width: 11.9m (39.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: 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: May 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: 150150245202059,  Location: 1.50 Mi NE of FM 1560 (Lat: 29.586542,  Lng: -98.634914),  Route carried "on" structure: State highway 1604,  Year Built: 1981,  Year Reconstructed: 1992,  Status: Open,  Structure Length: 1.40m (4.59ft),  Average Daily Traffic: 84,499 (year 2020),  Truck Traffic: 9%,  Average Future Daily Traffic: 109,120 (year 2033),  Design Load: HS 20,  Features Intersected: Trib. of Huesta Creek
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.852,  Lanes on structure: 10,  Owner: State Highway Agency,  Approaching Roadway Width: 52.4m (171.9ft),  Skew: 24 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 1.8m (5.9ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 39.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 23.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: May 2018

Find on map >>   Show street view

Structure Number: 150150245202073,  Location: 1.28 Mi E of IH 10 (Lat: 29.593336,  Lng: -98.577744),  Route carried "on" structure: State highway 1604,  Year Built: 1991,  Status: Open,  Structure Length: 9.45m (31.00ft),  Average Daily Traffic: 65,919 (year 2017),  Truck Traffic: 9%,  Average Future Daily Traffic: 81,920 (year 2033),  Design Load: HS 20,  Features Intersected: Lockhill Selma Rd.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 10.374,  Lanes on structure: 2,  Lanes under structure: 7,  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: 33.5m (109.9ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 15.9m (52.2ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Deck Structure Type: Concrete Precast Panels

Find on map >>   Show street view

Structure Number: 150150245202074,  Location: 1.28 Mi E of IH 10 (Lat: 29.593897,  Lng: -98.576986),  Route carried "on" structure: State highway 1604,  Year Built: 1991,  Status: Open,  Structure Length: 9.45m (31.00ft),  Average Daily Traffic: 58,520 (year 2013),  Truck Traffic: 9%,  Average Future Daily Traffic: 81,920 (year 2033),  Design Load: HS 20,  Features Intersected: Lockhill Selma Rd.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 10.374,  Lanes on structure: 2,  Lanes under structure: 7,  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: 33.5m (109.9ft),  Curb-To-Curb Width: 11.7m (38.4ft),  Out-to-Out Width: 15.9m (52.2ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  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: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Deck Structure Type: Concrete Precast Panels

Find on map >>   Show street view

Structure Number: 150150245202076,  Location: 0.65 Mi NE of FM 1560 (Lat: 29.577108,  Lng: -98.645033),  Route carried "on" structure: State highway 1604,  Year Built: 1996,  Status: Open,  Structure Length: 7.86m (25.79ft),  Average Daily Traffic: 38,970 (year 2013),  Truck Traffic: 9%,  Average Future Daily Traffic: 54,560 (year 2033),  Design Load: HS 20,  Features Intersected: Kyle Seale Pkwy
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.420,  Lanes on structure: 2,  Lanes under structure: 7,  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,  Number Of Approach Spans: 2,  Length of Maximum Span: 32.9m (107.9ft),  Curb-To-Curb Width: 11.3m (37.1ft),  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 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: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Deck Structure Type: Concrete Precast Panels

Find on map >>   Show street view

Structure Number: 150150245202077,  Location: 0.65 Mi NE of FM 1560 (Lat: 29.577872,  Lng: -98.644803),  Route carried "on" structure: State highway 1604,  Year Built: 1996,  Status: Open,  Structure Length: 7.86m (25.79ft),  Average Daily Traffic: 38,970 (year 2013),  Truck Traffic: 9%,  Average Future Daily Traffic: 54,560 (year 2033),  Design Load: HS 20,  Features Intersected: Kyle Seale Pkwy
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.420,  Lanes on structure: 2,  Lanes under structure: 7,  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,  Number Of Approach Spans: 2,  Length of Maximum Span: 32.9m (107.9ft),  Curb-To-Curb Width: 11.3m (37.1ft),  Out-to-Out Width: 12.2m (40.0ft)

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: 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: May 2020,  Deck Structure Type: Concrete Precast Panels

Find on map >>   Show street view

Structure Number: 150150245202078,  Location: 1.48 Mi NE of SH 16 (Lat: 29.569683,  Lng: -98.651403),  Route carried "on" structure: State highway 1604,  Year Built: 1996,  Status: Open,  Structure Length: 9.91m (32.51ft),  Average Daily Traffic: 43,590 (year 2013),  Truck Traffic: 6%,  Average Future Daily Traffic: 61,020 (year 2033),  Design Load: HS 20,  Features Intersected: Hausman Rd.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.272,  Lanes on structure: 2,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 3 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: 11.3m (37.1ft),  Out-to-Out Width: 12.2m (40.0ft)

Condition: Deck: Good,  Superstructure: Very 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: May 2020,  Deck Structure Type: Concrete Precast Panels

Find on map >>   Show street view

Structure Number: 15015024520208,  Location: 1.48 Mi NE of SH 16 (Lat: 29.570339,  Lng: -98.651428),  Route carried "on" structure: State highway 1604,  Year Built: 1996,  Status: Open,  Structure Length: 9.91m (32.51ft),  Average Daily Traffic: 43,590 (year 2013),  Truck Traffic: 6%,  Average Future Daily Traffic: 61,020 (year 2033),  Design Load: HS 20,  Features Intersected: Hausman Rd.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.272,  Lanes on structure: 2,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 3 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: 11.3m (37.1ft),  Out-to-Out Width: 12.2m (40.0ft)

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: 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: May 2020,  Deck Structure Type: Concrete Precast Panels

Find on map >>   Show street view

Structure Number: 150150245202081,  Location: 0.47 Mi NE of FM 1560 (Lat: 29.575331,  Lng: -98.646678),  Route carried "on" structure: State highway 1604,  Year Built: 1996,  Status: Open,  Structure Length: 4.72m (15.49ft),  Average Daily Traffic: 38,970 (year 2013),  Truck Traffic: 9%,  Average Future Daily Traffic: 54,560 (year 2033),  Design Load: HS 20,  Features Intersected: Huesta Creek
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.125,  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: 2,  Number Of Approach Spans: 1,  Length of Maximum Span: 18.3m (60.0ft),  Curb-To-Curb Width: 11.3m (37.1ft),  Out-to-Out Width: 12.2m (40.0ft)

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

Find on map >>   Show street view

Structure Number: 150150245202082,  Location: 0.47 Mi NE of FM 1560 (Lat: 29.575856,  Lng: -98.646683),  Route carried "on" structure: State highway 1604,  Year Built: 1996,  Status: Open,  Structure Length: 4.72m (15.49ft),  Average Daily Traffic: 38,970 (year 2013),  Truck Traffic: 9%,  Average Future Daily Traffic: 54,560 (year 2033),  Design Load: HS 20,  Features Intersected: Huesta Creek
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.125,  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: 2,  Number Of Approach Spans: 1,  Length of Maximum Span: 18.3m (60.0ft),  Curb-To-Curb Width: 11.3m (37.1ft),  Out-to-Out Width: 12.2m (40.0ft)

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

Find on map >>   Show street view

Structure Number: 150150245202083,  Location: 0.30 Mi W of IH 10 (Lat: 29.590367,  Lng: -98.603661),  Route carried "on" structure: State highway 1604,  Year Built: 1988,  Status: Open,  Structure Length: 6.71m (22.01ft),  Average Daily Traffic: 51,025 (year 2017),  Truck Traffic: 9%,  Average Future Daily Traffic: 66,850 (year 2033),  Design Load: HS 20,  Features Intersected: Leon Creek
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.789,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 2,  Length of Maximum Span: 32.0m (105.0ft),  Curb-To-Curb Width: 13.5m (44.3ft),  Out-to-Out Width: 14.3m (46.9ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Deck Structure Type: Concrete Precast Panels

Find on map >>   Show street view

Structure Number: 150150245202086,  Location: 0.7 Mi E of IH 10 (Lat: 29.592325,  Lng: -98.586675),  Route carried "on" structure: City street 4620,  Year Built: 1985,  Year Reconstructed: 1987,  Status: Open,  Structure Length: 5.49m (18.01ft),  Average Daily Traffic: 4,410 (year 2014),  Average Future Daily Traffic: 5,000 (year 2034),  Design Load: HS 20,  Features Intersected: LP 1604,  Facility Carried by Structure: Tradesmen Dr
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.032,  Lanes on structure: 2,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 15.9m (52.2ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 27.4m (89.9ft),  Curb-To-Curb Width: 16.1m (52.8ft),  Out-to-Out Width: 16.5m (54.1ft)

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

Find on map >>   Show street view

Structure Number: 150150245202087,  Location: 0.8 Mi W of FM 1535 (Lat: 29.593981,  Lng: -98.576278),  Route carried "on" structure: State highway 1604,  Year Built: 1987,  Status: Open,  Structure Length: 1.10m (3.61ft),  Average Daily Traffic: 117,915 (year 2020),  Truck Traffic: 9%,  Average Future Daily Traffic: 163,850 (year 2033),  Design Load: HS 20,  Features Intersected: Draw
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 10.557,  Lanes on structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 45.1m (148.0ft),  Skew: 33 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Fair,  Culverts: Fair,  Operating Rating: 39.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 23.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020

Find on map >>   Show street view

Structure Number: 150150245202088,  Location: 0.6 Mi W of FM 1535 (Lat: 29.595711,  Lng: -98.572139),  Route carried "on" structure: State highway 1604,  Year Built: 1987,  Status: Open,  Structure Length: 1.28m (4.20ft),  Average Daily Traffic: 117,915 (year 2020),  Truck Traffic: 9%,  Average Future Daily Traffic: 163,850 (year 2033),  Design Load: HS 20,  Features Intersected: Draw
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 10.982,  Lanes on structure: 10,  Owner: State Highway Agency,  Approaching Roadway Width: 52.4m (171.9ft),  Skew: 20 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 2.7m (8.9ft)

Condition: Channel: Satisfactory,  Culverts: Fair,  Operating Rating: 39.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 23.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020

Find on map >>   Show street view

Structure Number: 150150245202089,  Location: 2.21 Mi E of IH 10 (Lat: 29.599353,  Lng: -98.564042),  Route carried "on" structure: State highway 1604,  Year Built: 1987,  Status: Open,  Structure Length: 7.32m (24.02ft),  Average Daily Traffic: 65,919 (year 2017),  Truck Traffic: 9%,  Average Future Daily Traffic: 81,920 (year 2033),  Design Load: HS 20,  Features Intersected: FM 1535
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 11.869,  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: 3,  Length of Maximum Span: 27.4m (89.9ft),  Curb-To-Curb Width: 11.2m (36.7ft),  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 Precast Panels

Find on map >>   Show street view

Structure Number: 15015024520209,  Location: 2.21 Mi E of I H 10 (Lat: 29.599864,  Lng: -98.563583),  Route carried "on" structure: State highway 1604,  Year Built: 1987,  Status: Open,  Structure Length: 7.32m (24.02ft),  Average Daily Traffic: 65,472 (year 2017),  Truck Traffic: 9%,  Average Future Daily Traffic: 81,920 (year 2033),  Design Load: HS 20,  Features Intersected: FM 1535
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 11.869,  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: 3,  Length of Maximum Span: 27.4m (89.9ft),  Curb-To-Curb Width: 11.2m (36.7ft),  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 Precast Panels

Find on map >>   Show street view

Structure Number: 150150245202091,  Location: 1.45 Mi E of FM 1535 (Lat: 29.602300,  Lng: -98.539508),  Route carried "on" structure: State highway 1604,  Year Built: 1987,  Status: Open,  Structure Length: 10.18m (33.40ft),  Average Daily Traffic: 65,472 (year 2017),  Truck Traffic: 9%,  Average Future Daily Traffic: 69,630 (year 2033),  Design Load: HS 20,  Features Intersected: Salado Creek
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 14.193,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 27.7m (90.9ft),  Curb-To-Curb Width: 14.7m (48.2ft),  Out-to-Out Width: 15.6m (51.2ft)

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

Find on map >>   Show street view

Structure Number: 150150245202092,  Location: 1.64 Mi E of FM 1535 (Lat: 29.603247,  Lng: -98.533556),  Route carried "on" structure: County highway 2149,  Year Built: 1987,  Year Reconstructed: 2014,  Status: Open,  Structure Length: 5.49m (18.01ft),  Average Daily Traffic: 11,190 (year 2014),  Average Future Daily Traffic: 15,000 (year 2034),  Design Load: HS 20,  Features Intersected: LP 1604,  Facility Carried by Structure: Bitters Rd.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.943,  Lanes on structure: 6,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 23.2m (76.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 27.4m (89.9ft),  Curb or Sidewalk Widths: Left: 2.0m (6.6ft),  Right: 2.0m (6.6ft),  Curb-To-Curb Width: 23.2m (76.1ft),  Out-to-Out Width: 27.7m (90.9ft)

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

Find on map >>   Show street view

Structure Number: 150150245202093,  Location: 0.85 Mi W of FM 2696 (Lat: 29.608247,  Lng: -98.522847),  Route carried "on" structure: County highway 1332,  Year Built: 1987,  Year Reconstructed: 2014,  Status: Open,  Structure Length: 5.49m (18.01ft),  Average Daily Traffic: 12,640 (year 2014),  Average Future Daily Traffic: 17,000 (year 2034),  Design Load: HS 20,  Features Intersected: LP 1604,  Facility Carried by Structure: Huebner Rd.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 16.979,  Lanes on structure: 6,  Lanes under structure: 5,  Owner: State Highway Agency,  Approaching Roadway Width: 23.2m (76.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 27.4m (89.9ft),  Curb or Sidewalk Widths: Left: 2.0m (6.6ft),  Right: 2.0m (6.6ft),  Curb-To-Curb Width: 23.2m (76.1ft),  Out-to-Out Width: 27.7m (90.9ft)

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

Find on map >>   Show street view

Structure Number: 150150245202094,  Location: 3.26 Mi E of FM 1535 (Lat: 29.608383,  Lng: -98.508161),  Route carried "on" structure: State highway 2696,  Year Built: 1987,  Year Reconstructed: 2002,  Status: Open,  Structure Length: 6.25m (20.51ft),  Average Daily Traffic: 35,860 (year 2013),  Truck Traffic: 14%,  Average Future Daily Traffic: 50,200 (year 2033),  Design Load: HS 20,  Features Intersected: LP 1604
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 19.314,  Lanes on structure: 6,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 25.6m (84.0ft),  Skew: 20 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 33.5m (109.9ft),  Curb or Sidewalk Widths: Left: 2.1m (6.9ft),  Right: 2.0m (6.6ft),  Curb-To-Curb Width: 24.6m (80.7ft),  Out-to-Out Width: 30.5m (100.1ft)

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

Find on map >>   Show street view

Structure Number: 150150245202095,  Location: 0.10 Mi E of FM 2696 (Lat: 29.608247,  Lng: -98.507094),  Route carried "on" structure: ServiceState highway 1604,  Year Built: 1987,  Status: Open,  Structure Length: 6.10m (20.01ft),  Average Daily Traffic: 22,300 (year 2013),  Truck Traffic: 5%,  Average Future Daily Traffic: 31,220 (year 2033),  Design Load: HS 20,  Features Intersected: Panther Springs Creek
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 17.606,  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: 2,  Number Of Approach Spans: 1,  Length of Maximum Span: 24.4m (80.1ft),  Curb-To-Curb Width: 11.1m (36.4ft),  Out-to-Out Width: 11.6m (38.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: 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: May 2020,  Deck Structure Type: Concrete Precast Panels

Find on map >>   Show street view

Structure Number: 150150245202096,  Location: 0.10 Mi E of FM 2696 (Lat: 29.608800,  Lng: -98.506300),  Route carried "on" structure: State highway 1604,  Year Built: 1987,  Year Reconstructed: 2014,  Status: Open,  Structure Length: 6.19m (20.31ft),  Average Daily Traffic: 35,425 (year 2017),  Truck Traffic: 5%,  Average Future Daily Traffic: 38,270 (year 2033),  Design Load: HS 20,  Features Intersected: Panther Springs Creek
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 17.616,  Lanes on structure: 3,  Owner: State Highway Agency,  Approaching Roadway Width: 21.0m (68.9ft),  Skew: 4 degrees,  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: 24.7m (81.0ft),  Curb-To-Curb Width: 21.2m (69.6ft),  Out-to-Out Width: 21.8m (71.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Deck Structure Type: Concrete Precast Panels

Find on map >>   Show street view

Structure Number: 150150245202098,  Location: 0.10 Mi E of FM 2696 (Lat: 29.609086,  Lng: -98.506011),  Route carried "on" structure: ServiceState highway 1604,  Year Built: 1987,  Status: Open,  Structure Length: 6.10m (20.01ft),  Average Daily Traffic: 23,210 (year 2013),  Truck Traffic: 9%,  Average Future Daily Traffic: 32,490 (year 2033),  Design Load: HS 20,  Features Intersected: Panther Springs Creek
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 17.650,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Skew: 4 degrees,  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: 24.4m (80.1ft),  Curb-To-Curb Width: 11.1m (36.4ft),  Out-to-Out Width: 11.6m (38.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: 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: May 2020,  Deck Structure Type: Concrete Precast Panels

Find on map >>   Show street view

Structure Number: 150150245202099,  Location: 0.30 Mi W of IH 10 (Lat: 29.590125,  Lng: -98.604069),  Route carried "on" structure: State highway 1604,  Year Built: 1987,  Status: Open,  Structure Length: 6.71m (22.01ft),  Average Daily Traffic: 57,901 (year 2017),  Truck Traffic: 9%,  Average Future Daily Traffic: 66,850 (year 2033),  Design Load: HS 20,  Features Intersected: Leon Creek
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.804,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 2,  Length of Maximum Span: 32.0m (105.0ft),  Curb-To-Curb Width: 13.5m (44.3ft),  Out-to-Out Width: 14.3m (46.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Deck Structure Type: Concrete Precast Panels

Find on map >>   Show street view

Structure Number: 1501502452021,  Location: 0.30 Mi W of IH 10 (Lat: 29.590028,  Lng: -98.604014),  Route carried "on" structure: Ramp State highway 1604,  Year Built: 1988,  Status: Open,  Structure Length: 6.86m (22.51ft),  Average Daily Traffic: 1,030 (year 2013),  Truck Traffic: 5%,  Average Future Daily Traffic: 1,450 (year 2033),  Design Load: HS 20,  Features Intersected: Leon Creek
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.815,  Lanes on structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 18.3m (60.0ft),  Curb-To-Curb Width: 7.7m (25.3ft),  Out-to-Out Width: 8.5m (27.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: 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: June 2020,  Deck Structure Type: Concrete Precast Panels

Find on map >>   Show street view

Structure Number: 150150245202101,  Location: 1.45 Mi W of US 281 (Lat: 29.608994,  Lng: -98.492375),  Route carried "on" structure: State highway 1604,  Year Built: 1987,  Year Reconstructed: 2014,  Status: Open,  Structure Length: 7.32m (24.02ft),  Average Daily Traffic: 35,425 (year 2017),  Truck Traffic: 5%,  Average Future Daily Traffic: 38,270 (year 2033),  Design Load: HS 20,  Features Intersected: Stone Oak Parkway
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 18.989,  Lanes on structure: 3,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 24.4m (80.1ft),  Curb-To-Curb Width: 14.6m (47.9ft),  Out-to-Out Width: 15.2m (49.9ft)

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

Find on map >>   Show street view

Structure Number: 150150245202102,  Location: 1.45 Mi W of US 281 (Lat: 29.608675,  Lng: -98.493019),  Route carried "on" structure: State highway 1604,  Year Built: 1987,  Year Reconstructed: 2014,  Status: Open,  Structure Length: 7.32m (24.02ft),  Average Daily Traffic: 42,113 (year 2017),  Truck Traffic: 5%,  Average Future Daily Traffic: 38,270 (year 2033),  Design Load: HS 20,  Features Intersected: Stone Oak Parkway
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 18.989,  Lanes on structure: 3,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 24.4m (80.1ft),  Curb-To-Curb Width: 14.6m (47.9ft),  Out-to-Out Width: 15.2m (49.9ft)

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

Find on map >>   Show street view

Structure Number: 150150245202103,  Location: 1.1 Mi W of US 281 (Lat: 29.609142,  Lng: -98.486728),  Route carried "on" structure: State highway 1604,  Year Built: 1987,  Status: Open,  Structure Length: 1.13m (3.71ft),  Average Daily Traffic: 54,670 (year 2013),  Truck Traffic: 5%,  Average Future Daily Traffic: 76,540 (year 2033),  Design Load: HS 20,  Features Intersected: Draw
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 18.681,  Lanes on structure: 13,  Owner: State Highway Agency,  Approaching Roadway Width: 48.8m (160.1ft),  Skew: 34 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 2.1m (6.9ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.2m (3.9ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 39.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 23.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: May 2018

Find on map >>   Show street view

Structure Number: 150150245202104,  Location: 0.75 Mi W of US 281 (Lat: 29.609328,  Lng: -98.480739),  Route carried "on" structure: State highway 1604,  Year Built: 1961,  Year Reconstructed: 1987,  Status: Open,  Structure Length: 0.91m (2.99ft),  Average Daily Traffic: 54,670 (year 2013),  Truck Traffic: 5%,  Average Future Daily Traffic: 76,540 (year 2033),  Design Load: HS 20,  Features Intersected: Draw
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 19.594,  Lanes on structure: 12,  Owner: State Highway Agency,  Approaching Roadway Width: 59.1m (193.9ft),  Skew: 32 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.4m (7.9ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 39.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 23.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: 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: May 2020

Find on map >>   Show street view

Structure Number: 150150245202132,  Location: 0.90 Mi W of IH 10 (Lat: 29.589381,  Lng: -98.614364),  Route carried "on" structure: Ramp State highway 1604,  Year Built: 1992,  Status: Open,  Structure Length: 14.63m (48.00ft),  Average Daily Traffic: 10,565 (year 2019),  Truck Traffic: 9%,  Average Future Daily Traffic: 13,370 (year 2033),  Design Load: HS 20,  Features Intersected: LP 1604 WB Exit Ramp
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.659,  Lanes on structure: 1,  Lanes under structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 7.0m (23.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 36.6m (120.1ft),  Curb-To-Curb Width: 7.1m (23.3ft),  Out-to-Out Width: 7.9m (25.9ft)

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

Find on map >>   Show street view

Structure Number: 150150245202133,  Location: 1.28 Mi W of IH 10 (Lat: 29.588328,  Lng: -98.619639),  Route carried "on" structure: State highway 1604,  Year Built: 1992,  Status: Open,  Structure Length: 7.86m (25.79ft),  Average Daily Traffic: 57,901 (year 2017),  Truck Traffic: 9%,  Average Future Daily Traffic: 66,850 (year 2033),  Design Load: HS 20,  Features Intersected: John Peace Blvd.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.249,  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: 1,  Number Of Approach Spans: 2,  Length of Maximum Span: 32.9m (107.9ft),  Curb-To-Curb Width: 11.3m (37.1ft),  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 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: May 2020,  Deck Structure Type: Concrete Precast Panels

Find on map >>   Show street view

Structure Number: 150150245202134,  Location: 1.28 Mi W of IH 10 (Lat: 29.588636,  Lng: -98.619303),  Route carried "on" structure: State highway 1604,  Year Built: 1992,  Status: Open,  Structure Length: 7.86m (25.79ft),  Average Daily Traffic: 51,025 (year 2017),  Truck Traffic: 9%,  Average Future Daily Traffic: 66,850 (year 2033),  Design Load: HS 20,  Features Intersected: John Peace Blvd.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.249,  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: 1,  Number Of Approach Spans: 2,  Length of Maximum Span: 32.9m (107.9ft),  Curb-To-Curb Width: 11.3m (37.1ft),  Out-to-Out Width: 12.2m (40.0ft)

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: 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: May 2020,  Deck Structure Type: Concrete Precast Panels

Find on map >>   Show street view

Structure Number: 150150245202135,  Location: 1.54 Mi W of IH 10 (Lat: 29.587828,  Lng: -98.623764),  Route carried "on" structure: State highway 1604,  Year Built: 1992,  Status: Open,  Structure Length: 7.86m (25.79ft),  Average Daily Traffic: 57,901 (year 2017),  Truck Traffic: 9%,  Average Future Daily Traffic: 66,850 (year 2033),  Design Load: HS 20,  Features Intersected: Chase Hill Blvd.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.844,  Lanes on structure: 2,  Lanes under structure: 7,  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,  Number Of Approach Spans: 2,  Length of Maximum Span: 32.9m (107.9ft),  Curb-To-Curb Width: 11.3m (37.1ft),  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 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: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Deck Structure Type: Concrete Precast Panels

Find on map >>   Show street view

Structure Number: 150150245202136,  Location: 1.54 Mi W of IH 10 (Lat: 29.588133,  Lng: -98.623831),  Route carried "on" structure: State highway 1604,  Year Built: 1992,  Status: Open,  Structure Length: 7.86m (25.79ft),  Average Daily Traffic: 51,025 (year 2017),  Truck Traffic: 9%,  Average Future Daily Traffic: 66,850 (year 2033),  Design Load: HS 20,  Features Intersected: Chase Hill Blvd.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.844,  Lanes on structure: 2,  Lanes under structure: 7,  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,  Number Of Approach Spans: 2,  Length of Maximum Span: 32.9m (107.9ft),  Curb-To-Curb Width: 11.3m (37.1ft),  Out-to-Out Width: 12.2m (40.0ft)

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: 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: May 2020,  Deck Structure Type: Concrete Precast Panels

Find on map >>   Show street view

Structure Number: 150150245202137,  Location: 1.7 Mi W of IH 10 (Lat: 29.587953,  Lng: -98.626764),  Route carried "on" structure: Ramp State highway 1604,  Year Built: 1992,  Status: Open,  Structure Length: 8.84m (29.00ft),  Average Daily Traffic: 10,565 (year 2019),  Truck Traffic: 9%,  Average Future Daily Traffic: 13,370 (year 2033),  Design Load: HS 20,  Features Intersected: Tributary of Leon Creek
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.612,  Lanes on structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 5 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 24.4m (80.1ft),  Curb-To-Curb Width: 7.1m (23.3ft),  Out-to-Out Width: 7.9m (25.9ft)

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

Find on map >>   Show street view

Structure Number: 150150245202138,  Location: 1.8 Mi W of IH 10 (Lat: 29.587300,  Lng: -98.628275),  Route carried "on" structure: State highway 1604,  Year Built: 1992,  Status: Open,  Structure Length: 12.04m (39.50ft),  Average Daily Traffic: 57,901 (year 2017),  Truck Traffic: 9%,  Average Future Daily Traffic: 66,850 (year 2033),  Design Load: HS 20,  Features Intersected: Tributary of Leon Creek
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.559,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 6 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 25.9m (85.0ft),  Curb-To-Curb Width: 11.3m (37.1ft),  Out-to-Out Width: 12.2m (40.0ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Very good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: 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: May 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: 150150245202139,  Location: 1.7 Mi W of IH 10 (Lat: 29.587742,  Lng: -98.627000),  Route carried "on" structure: State highway 1604,  Year Built: 1992,  Status: Open,  Structure Length: 12.04m (39.50ft),  Average Daily Traffic: 51,025 (year 2017),  Truck Traffic: 9%,  Average Future Daily Traffic: 66,850 (year 2033),  Design Load: HS 20,  Features Intersected: Tributary of Leon Creek
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.583,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 6 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 25.9m (85.0ft),  Curb-To-Curb Width: 11.3m (37.1ft),  Out-to-Out Width: 12.2m (40.0ft)

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

Find on map >>   Show street view

Structure Number: 15015024520214,  Location: 1.8 Mi W of IH 10 (Lat: 29.587119,  Lng: -98.629000),  Route carried "on" structure: Ramp State highway 1604,  Year Built: 1992,  Status: Open,  Structure Length: 8.53m (27.99ft),  Average Daily Traffic: 9,550 (year 2013),  Truck Traffic: 9%,  Average Future Daily Traffic: 13,370 (year 2033),  Design Load: HS 20,  Features Intersected: Tributary of Leon Creek
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.467,  Lanes on structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 5 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Number Of Approach Spans: 1,  Length of Maximum Span: 24.4m (80.1ft),  Curb-To-Curb Width: 7.1m (23.3ft),  Out-to-Out Width: 7.9m (25.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: 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: May 2020,  Deck Structure Type: Concrete Cast-file-Place

Find on map >>   Show street view

Structure Number: 150150245202141,  Location: 1.8 Mi W of IH 10 (Lat: 29.586783,  Lng: -98.629019),  Route carried "on" structure: ServiceState highway 1604,  Year Built: 1992,  Status: Open,  Structure Length: 9.30m (30.51ft),  Average Daily Traffic: 39,860 (year 2014),  Truck Traffic: 5%,  Average Future Daily Traffic: 95,950 (year 2034),  Design Load: HS 20,  Features Intersected: Tributary of Leon Creek
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.444,  Lanes on structure: 3,  Owner: State Highway Agency,  Approaching Roadway Width: 18.3m (60.0ft),  Skew: 6 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 35.1m (115.2ft),  Curb-To-Curb Width: 18.1m (59.4ft),  Out-to-Out Width: 18.9m (62.0ft)

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