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

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Structure Number: 150150245202142,  Location: 1.98 Mi W of IH 10 (Lat: 29.586939,  Lng: -98.631556),  Route carried "on" structure: State highway 1604,  Year Built: 1992,  Status: Open,  Structure Length: 8.84m (29.00ft),  Average Daily Traffic: 47,750 (year 2013),  Truck Traffic: 9%,  Average Future Daily Traffic: 66,850 (year 2033),  Design Load: HS 20,  Features Intersected: Babcock Rd.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.197,  Lanes on structure: 2,  Lanes under structure: 7,  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: 36.6m (120.1ft),  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

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Structure Number: 150150245202143,  Location: 1.98 Mi W of IH 10 (Lat: 29.587303,  Lng: -98.630792),  Route carried "on" structure: State highway 1604,  Year Built: 1992,  Status: Open,  Structure Length: 8.84m (29.00ft),  Average Daily Traffic: 51,025 (year 2017),  Truck Traffic: 9%,  Average Future Daily Traffic: 66,850 (year 2033),  Design Load: HS 20,  Features Intersected: Babcock Rd.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.208,  Lanes on structure: 2,  Lanes under structure: 7,  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: 36.6m (120.1ft),  Curb-To-Curb Width: 11.3m (37.1ft),  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 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: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Deck Structure Type: Concrete Precast Panels

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Structure Number: 150150245202144,  Location: 0.5 MI NE of FM 1560 (Lat: 29.575117,  Lng: -98.646217),  Route carried "on" structure: ServiceState highway 1604,  Year Built: 1996,  Status: Open,  Structure Length: 4.27m (14.01ft),  Average Daily Traffic: 10,937 (year 2019),  Truck Traffic: 5%,  Average Future Daily Traffic: 14,710 (year 2034),  Design Load: HS 20,  Features Intersected: Huesta Creek
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.125,  Lanes on structure: 3,  Owner: State Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 15.2m (49.9ft),  Curb-To-Curb Width: 14.6m (47.9ft),  Out-to-Out Width: 15.4m (50.5ft)

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

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Structure Number: 150150245202145,  Location: 0.5 Mi NE of FM 1560 (Lat: 29.576078,  Lng: -98.647158),  Route carried "on" structure: ServiceState highway 1604,  Year Built: 1996,  Status: Open,  Structure Length: 3.66m (12.01ft),  Average Daily Traffic: 8,582 (year 2019),  Truck Traffic: 5%,  Average Future Daily Traffic: 14,710 (year 2034),  Design Load: HS 20,  Features Intersected: Huesta Creek
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.125,  Lanes on structure: 3,  Owner: State Highway Agency,  Approaching Roadway Width: 14.0m (45.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 12.2m (40.0ft),  Curb-To-Curb Width: 14.6m (47.9ft),  Out-to-Out Width: 15.2m (49.9ft)

Condition: Deck: Very 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: May 2020,  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 150150245202147,  Location: 0.52 Mi NE of SH 16 (Lat: 29.559194,  Lng: -98.660894),  Route carried "on" structure: State highway 1604,  Year Built: 1995,  Status: Open,  Structure Length: 4.01m (13.16ft),  Average Daily Traffic: 87,180 (year 2013),  Truck Traffic: 6%,  Average Future Daily Traffic: 122,050 (year 2033),  Design Load: HS 20,  Features Intersected: French Creek
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.727,  Lanes on structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 45.1m (148.0ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 15,  Length of Maximum Span: 2.5m (8.2ft)

Condition: Channel: Good,  Culverts: Satisfactory,  Operating Rating: 39.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 23.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  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

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Structure Number: 150150245202148,  Location: 0.42 Mi NE of SH 16 (Lat: 29.558275,  Lng: -98.662053),  Route carried "on" structure: State highway 1604,  Year Built: 1995,  Status: Open,  Structure Length: 2.87m (9.42ft),  Average Daily Traffic: 87,180 (year 2013),  Truck Traffic: 6%,  Average Future Daily Traffic: 122,050 (year 2033),  Design Load: HS 20,  Features Intersected: Trib. of French Creek
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.566,  Lanes on structure: 10,  Owner: State Highway Agency,  Approaching Roadway Width: 50.6m (166.0ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 11,  Length of Maximum Span: 2.4m (7.9ft)

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

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Structure Number: 15015024520216,  Location: 0.10 Mi W of FM 1535 (Lat: 29.599706,  Lng: -98.564911),  Route carried "on" structure: State highway 1604,  Year Built: 1987,  Status: Open,  Structure Length: 1.62m (5.31ft),  Average Daily Traffic: 117,040 (year 2013),  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: 11.790,  Lanes on structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 45.1m (148.0ft),  Skew: 21 degrees,  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 2.7m (8.9ft)

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: June 2020

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Structure Number: 150150245202161,  Location: 1.46 Mi E of FM 1535 (Lat: 29.602592,  Lng: -98.539094),  Route carried "on" structure: State highway 1604,  Year Built: 1987,  Status: Open,  Structure Length: 0.91m (2.99ft),  Average Daily Traffic: 99,480 (year 2013),  Truck Traffic: 9%,  Average Future Daily Traffic: 139,270 (year 2033),  Features Intersected: Branch of Salado Creek
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 14.338,  Lanes on structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 45.1m (148.0ft),  Skew: 20 degrees,  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.7m (8.9ft)

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: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020

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Structure Number: 150150245202162,  Location: 1.2 Mi W of FM 2696 (Lat: 29.607008,  Lng: -98.528100),  Route carried "on" structure: State highway 1604,  Year Built: 1987,  Status: Open,  Structure Length: 0.91m (2.99ft),  Average Daily Traffic: 99,480 (year 2013),  Truck Traffic: 9%,  Average Future Daily Traffic: 139,270 (year 2033),  Features Intersected: Branch of Hidden Oak Crk
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 15.558,  Lanes on structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 45.1m (148.0ft),  Skew: 20 degrees,  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.7m (8.9ft)

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: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020

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Structure Number: 150150245202163,  Location: 0.6 Mi W of FM 2696 (Lat: 29.609075,  Lng: -98.519681),  Route carried "on" structure: State highway 1604,  Year Built: 1987,  Status: Open,  Structure Length: 0.82m (2.69ft),  Average Daily Traffic: 99,480 (year 2013),  Truck Traffic: 9%,  Average Future Daily Traffic: 139,270 (year 2033),  Features Intersected: Branch of Hidden Oak Crk
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 16.439,  Lanes on structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 46.3m (151.9ft),  Skew: 24 degrees,  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 2.7m (8.9ft)

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: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020

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Structure Number: 150150245202164,  Location: 0.4 Mi W of FM 2696 (Lat: 29.609053,  Lng: -98.515169),  Route carried "on" structure: State highway 1604,  Year Built: 1987,  Status: Open,  Structure Length: 1.65m (5.41ft),  Average Daily Traffic: 99,480 (year 2013),  Truck Traffic: 9%,  Average Future Daily Traffic: 139,270 (year 2033),  Features Intersected: Branch of Hidden Oak Crk
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 16.755,  Lanes on structure: 10,  Owner: State Highway Agency,  Approaching Roadway Width: 46.3m (151.9ft),  Skew: 24 degrees,  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 2.7m (8.9ft)

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: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020

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Structure Number: 150150245202177,  Location: 1.45 Mi E of FM 1535 (Lat: 29.602517,  Lng: -98.539803),  Route carried "on" structure: ServiceState highway 1604,  Year Built: 2002,  Status: Open,  Structure Length: 10.36m (33.99ft),  Average Daily Traffic: 11,450 (year 2013),  Truck Traffic: 5%,  Average Future Daily Traffic: 16,030 (year 2033),  Design Load: HS 20,  Features Intersected: Salado Creek
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 14.175,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 26.8m (87.9ft),  Curb or Sidewalk Widths: Left: 1.6m (5.2ft),  Right: 0.0m,  Curb-To-Curb Width: 10.8m (35.4ft),  Out-to-Out Width: 13.4m (44.0ft)

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 Precast Panels

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Structure Number: 150150245202178,  Location: 1.45 Mi E of FM 1535 (Lat: 29.601731,  Lng: -98.540133),  Route carried "on" structure: ServiceState highway 1604,  Year Built: 2002,  Status: Open,  Structure Length: 9.75m (31.99ft),  Average Daily Traffic: 10,740 (year 2013),  Truck Traffic: 5%,  Average Future Daily Traffic: 15,030 (year 2033),  Design Load: HS 20,  Features Intersected: Salado Creek
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 14.196,  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: 4,  Length of Maximum Span: 24.4m (80.1ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.6m (5.2ft),  Curb-To-Curb Width: 10.8m (35.4ft),  Out-to-Out Width: 13.4m (44.0ft)

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: 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

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Structure Number: 150150245202198,  Location: IH10 & LP1604 Interchange (Lat: 29.591058,  Lng: -98.599686),  Route carried "on" structure: Ramp State highway 1604,  Year Built: 1981,  Status: Open,  Structure Length: 6.00m (19.69ft),  Average Daily Traffic: 10,565 (year 2019),  Truck Traffic: 5%,  Average Future Daily Traffic: 19,180 (year 2034),  Design Load: HS 20,  Features Intersected: LP 1604 WBFR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.192,  Lanes on structure: 1,  Lanes under structure: 3,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 21.9m (71.9ft),  Curb-To-Curb Width: 7.4m (24.3ft),  Out-to-Out Width: 8.2m (26.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 44.4 metric tons,  Method Used To Determine Operating Rating: Assigned ratings based on Allowable Stress Design (ASD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned ratings based on Allowable Stress Design (ASD) reported in metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Meets minimum limits,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 150150245202248,  Location: IH10 & LP1604 Interchange (Lat: 29.590064,  Lng: -98.596981),  Route carried "on" structure: Ramp State highway 1604,  Year Built: 1987,  Status: Open,  Structure Length: 8.53m (27.99ft),  Average Daily Traffic: 6,192 (year 2019),  Truck Traffic: 5%,  Average Future Daily Traffic: 19,180 (year 2034),  Design Load: HS 20,  Features Intersected: LP 1604 EBFR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.209,  Lanes on structure: 1,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.6m (24.9ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 22.9m (75.1ft),  Curb-To-Curb Width: 7.6m (24.9ft),  Out-to-Out Width: 8.5m (27.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 44.4 metric tons,  Method Used To Determine Operating Rating: Assigned ratings based on Allowable Stress Design (ASD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned ratings based on Allowable Stress Design (ASD) reported in metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 150150245202258,  Location: 0.5 Mi E of IH 10 (Lat: 29.591781,  Lng: -98.589283),  Route carried "on" structure: City street ,  Year Built: 2013,  Status: Open,  Structure Length: 5.67m (18.60ft),  Average Daily Traffic: 9,500 (year 2010),  Average Future Daily Traffic: 15,800 (year 2030),  Design Load: HL 93,  Features Intersected: LP 1604,  Facility Carried by Structure: Vance Jackson Rd
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 6,  Lanes under structure: 7,  Owner: State Highway Agency,  Approaching Roadway Width: 24.7m (81.0ft),  Skew: 30 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 29.0m (95.1ft),  Curb-To-Curb Width: 25.0m (82.0ft),  Out-to-Out Width: 29.3m (96.1ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: 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

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Structure Number: 150150245202285,  Location: 1.64 Mi E of FM 1535 (Lat: 29.602964,  Lng: -98.533689),  Route carried "on" structure: Ramp County highway 2149,  Year Built: 2020,  Status: Open,  Structure Length: 6.22m (20.41ft),  Average Daily Traffic: 14,200 (year 2020),  Truck Traffic: 1%,  Average Future Daily Traffic: 23,700 (year 2040),  Design Load: HL 93,  Features Intersected: LP 1604 ML,  Facility Carried by Structure: LP 1604 EBFR T/A
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.943,  Lanes on structure: 1,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 11.3m (37.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 31.1m (102.0ft),  Curb-To-Curb Width: 9.0m (29.5ft),  Out-to-Out Width: 9.8m (32.2ft)

Condition: Deck: Very 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: Superior to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Deck Structure Type: Concrete Precast Panels

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Structure Number: 150150245202286,  Location: 1.64 Mi E of FM 1535 (Lat: 29.603586,  Lng: -98.533611),  Route carried "on" structure: Ramp County highway 2149,  Year Built: 2020,  Status: Open,  Structure Length: 6.22m (20.41ft),  Average Daily Traffic: 9,700 (year 2020),  Truck Traffic: 1%,  Average Future Daily Traffic: 16,200 (year 2040),  Design Load: HL 93,  Features Intersected: LP 1604 ML,  Facility Carried by Structure: LP 1604 WBFR T/A
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.943,  Lanes on structure: 1,  Lanes under structure: 4,  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,  Length of Maximum Span: 31.1m (102.0ft),  Curb-To-Curb Width: 9.0m (29.5ft),  Out-to-Out Width: 9.8m (32.2ft)

Condition: Deck: Very 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: Superior to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Deck Structure Type: Concrete Precast Panels

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Structure Number: 150150245202287,  Location: 0.85 Mi W of FM 2696 (Lat: 29.608069,  Lng: -98.523197),  Route carried "on" structure: Ramp County highway 1332,  Year Built: 2020,  Status: Open,  Structure Length: 6.22m (20.41ft),  Average Daily Traffic: 7,400 (year 2020),  Truck Traffic: 1%,  Average Future Daily Traffic: 12,400 (year 2040),  Design Load: HL 93,  Features Intersected: LP 1604 ML,  Facility Carried by Structure: LP 1604 EBFR T/A
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 16.979,  Lanes on structure: 1,  Lanes under structure: 5,  Owner: State Highway Agency,  Approaching Roadway Width: 10.7m (35.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 31.1m (102.0ft),  Curb-To-Curb Width: 9.0m (29.5ft),  Out-to-Out Width: 9.8m (32.2ft)

Condition: Deck: Very 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: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Deck Structure Type: Concrete Precast Panels

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Structure Number: 150150245202288,  Location: 0.85 Mi W of FM 2696 (Lat: 29.608708,  Lng: -98.522839),  Route carried "on" structure: Ramp County highway 1332,  Year Built: 2020,  Status: Open,  Structure Length: 6.22m (20.41ft),  Average Daily Traffic: 6,600 (year 2020),  Truck Traffic: 1%,  Average Future Daily Traffic: 11,000 (year 2040),  Design Load: HL 93,  Features Intersected: LP 1604 ML,  Facility Carried by Structure: LP 1604 WBFR T/A
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 16.979,  Lanes on structure: 1,  Lanes under structure: 5,  Owner: State Highway Agency,  Approaching Roadway Width: 10.7m (35.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 31.1m (102.0ft),  Curb-To-Curb Width: 9.0m (29.5ft),  Out-to-Out Width: 9.8m (32.2ft)

Condition: Deck: Very 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: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Deck Structure Type: Concrete Precast Panels

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Structure Number: 150150245203016,  Location: 1.10 Mi E of US 281 (Lat: 29.604181,  Lng: -98.450519),  Route carried "on" structure: State highway 1604,  Year Built: 1963,  Year Reconstructed: 2014,  Status: Open,  Structure Length: 6.31m (20.70ft),  Average Daily Traffic: 12,342 (year 2020),  Truck Traffic: 9%,  Average Future Daily Traffic: 52,720 (year 2033),  Design Load: HS 20,  Features Intersected: Mud Creek
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 46.991,  Lanes on structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 18.3m (60.0ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 12.5m (41.0ft),  Curb-To-Curb Width: 18.3m (60.0ft),  Out-to-Out Width: 18.9m (62.0ft)

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,  Length Of Structure Improvement: 6.31m (20.70ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Bridge Improvement Cost: $503,000,  Roadway Improvement Cost: $50,000,  Total Project Cost: $755,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 15015024520302,  Location: 6.90 Mi SE of US 281 (Lat: 29.599914,  Lng: -98.357783),  Route carried "on" structure: State highway 1604,  Year Built: 1967,  Year Reconstructed: 1988,  Status: Open,  Structure Length: 8.23m (27.00ft),  Average Daily Traffic: 55,564 (year 2017),  Truck Traffic: 9%,  Average Future Daily Traffic: 52,720 (year 2033),  Design Load: HS 20,  Features Intersected: MPRR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 56.202,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 18.3m (60.0ft),  Curb-To-Curb Width: 13.3m (43.6ft),  Out-to-Out Width: 14.2m (46.6ft)

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: 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: May 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 150150245203075,  Location: 0.7 MI E OF US 281 (Lat: 29.605917,  Lng: -98.457817),  Route carried "on" structure: City street ,  Year Built: 1995,  Year Reconstructed: 2014,  Status: Open,  Structure Length: 5.94m (19.49ft),  Average Daily Traffic: 8,984 (year 2020),  Average Future Daily Traffic: 12,000 (year 2034),  Design Load: HS 20,  Features Intersected: LP 1604,  Facility Carried by Structure: Gold Canyon Rd
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 46.286,  Lanes on structure: 4,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 33.2m (108.9ft),  Skew: 20 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 30.5m (100.1ft),  Curb or Sidewalk Widths: Left: 2.0m (6.6ft),  Right: 2.0m (6.6ft),  Curb-To-Curb Width: 28.0m (91.9ft),  Out-to-Out Width: 33.8m (110.9ft)

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: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Deck Structure Type: Concrete Precast Panels

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Structure Number: 150150245203108,  Location: 1.10 Mi E of US 281 (Lat: 29.604367,  Lng: -98.450442),  Route carried "on" structure: State highway 1604,  Year Built: 1989,  Year Reconstructed: 2014,  Status: Open,  Structure Length: 6.31m (20.70ft),  Average Daily Traffic: 42,020 (year 2017),  Truck Traffic: 9%,  Average Future Daily Traffic: 52,720 (year 2033),  Design Load: HS 20,  Features Intersected: Mud Creek
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 46.991,  Lanes on structure: 3,  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: 3,  Length of Maximum Span: 21.0m (68.9ft),  Curb-To-Curb Width: 14.6m (47.9ft),  Out-to-Out Width: 15.2m (49.9ft)

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

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Structure Number: 150150245203109,  Location: 1.10 Mi E of US 281 (Lat: 29.604594,  Lng: -98.450419),  Route carried "on" structure: ServiceState highway 1604,  Year Built: 1989,  Status: Open,  Structure Length: 6.10m (20.01ft),  Average Daily Traffic: 16,820 (year 2019),  Truck Traffic: 5%,  Average Future Daily Traffic: 32,470 (year 2033),  Design Load: HS 20,  Features Intersected: Mud Creek
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 46.991,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Skew: 1 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: 10.7m (35.1ft),  Out-to-Out Width: 11.6m (38.1ft)

Condition: Deck: Good,  Superstructure: Very 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: 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

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Structure Number: 15015024520311,  Location: 1.10 Mi E of US 281 (Lat: 29.603928,  Lng: -98.450583),  Route carried "on" structure: ServiceState highway 1604,  Year Built: 1989,  Status: Open,  Structure Length: 6.10m (20.01ft),  Average Daily Traffic: 18,157 (year 2019),  Truck Traffic: 5%,  Average Future Daily Traffic: 19,500 (year 2033),  Design Load: HS 20,  Features Intersected: Mud Creek
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 46.991,  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: 1,  Number Of Approach Spans: 2,  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: Very good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Deck Structure Type: Concrete Precast Panels

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Structure Number: 150150245203111,  Location: 1.4 Mi E of US 281 (Lat: 29.602353,  Lng: -98.443119),  Route carried "on" structure: City street ,  Year Built: 1989,  Year Reconstructed: 2014,  Status: Open,  Structure Length: 7.32m (24.02ft),  Average Daily Traffic: 12,265 (year 2020),  Average Future Daily Traffic: 15,000 (year 2034),  Design Load: HS 20,  Features Intersected: LP 1604,  Facility Carried by Structure: Redland Rd
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.209,  Lanes on structure: 4,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 23.2m (76.1ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 36.6m (120.1ft),  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: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Deck Structure Type: Concrete Precast Panels

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Structure Number: 150150245203115,  Location: 3.1 Mi E of US 281 (Lat: 29.600858,  Lng: -98.418283),  Route carried "on" structure: State highway 1604,  Year Built: 1992,  Status: Open,  Structure Length: 7.77m (25.49ft),  Average Daily Traffic: 39,039 (year 2017),  Truck Traffic: 9%,  Average Future Daily Traffic: 52,720 (year 2033),  Design Load: HS 20,  Features Intersected: Bulverde Rd
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 50.165,  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: 2,  Number Of Approach Spans: 1,  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: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Deck Structure Type: Concrete Precast Panels

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Structure Number: 150150245203116,  Location: 3.1 Mi E of US 281 (Lat: 29.600661,  Lng: -98.418547),  Route carried "on" structure: State highway 1604,  Year Built: 1992,  Status: Open,  Structure Length: 7.77m (25.49ft),  Average Daily Traffic: 47,512 (year 2017),  Truck Traffic: 9%,  Average Future Daily Traffic: 52,720 (year 2033),  Design Load: HS 20,  Features Intersected: Bulverde Rd
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 50.165,  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: 2,  Number Of Approach Spans: 1,  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: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Deck Structure Type: Concrete Precast Panels

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Structure Number: 150150245203117,  Location: 3.1 Mi E of US 281 (Lat: 29.600622,  Lng: -98.417842),  Route carried "on" structure: State highway 1604,  Year Built: 1991,  Status: Open,  Structure Length: 0.76m (2.49ft),  Average Daily Traffic: 89,740 (year 2020),  Truck Traffic: 9%,  Average Future Daily Traffic: 105,450 (year 2033),  Design Load: HS 20,  Features Intersected: Draw
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 50.178,  Lanes on structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 21.9m (71.9ft),  Skew: 19 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 2.4m (7.9ft)

Condition: Channel: Good,  Culverts: 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: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: May 2018

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Structure Number: 150150245203118,  Location: 3.5 Mi E of US 281 (Lat: 29.601686,  Lng: -98.411547),  Route carried "on" structure: ServiceState highway 1604,  Year Built: 1992,  Status: Open,  Structure Length: 2.41m (7.91ft),  Average Daily Traffic: 17,576 (year 2019),  Truck Traffic: 5%,  Average Future Daily Traffic: 12,290 (year 2034),  Features Intersected: Long Creek
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 50.813,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 7.9m (25.9ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 11.6m (38.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 42.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 25.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 150150245203119,  Location: 3.5 Mi E of US 281 (Lat: 29.601317,  Lng: -98.412006),  Route carried "on" structure: State highway 1604,  Year Built: 1992,  Status: Open,  Structure Length: 2.41m (7.91ft),  Average Daily Traffic: 39,039 (year 2017),  Truck Traffic: 9%,  Average Future Daily Traffic: 52,720 (year 2033),  Design Load: HS 20,  Features Intersected: Long Creek
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 50.813,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 7.9m (25.9ft),  Curb-To-Curb Width: 11.3m (37.1ft),  Out-to-Out Width: 12.2m (40.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 48.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 29.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: 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

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Structure Number: 15015024520312,  Location: 3.5 Mi E of US 281 (Lat: 29.601058,  Lng: -98.412300),  Route carried "on" structure: State highway 1604,  Year Built: 1992,  Status: Open,  Structure Length: 2.41m (7.91ft),  Average Daily Traffic: 55,564 (year 2017),  Truck Traffic: 9%,  Average Future Daily Traffic: 52,720 (year 2033),  Design Load: HS 20,  Features Intersected: Long Creek
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 50.791,  Lanes on structure: 3,  Owner: State Highway Agency,  Approaching Roadway Width: 15.2m (49.9ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 7.9m (25.9ft),  Curb-To-Curb Width: 15.0m (49.2ft),  Out-to-Out Width: 15.9m (52.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 48.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 29.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: 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: May 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 150150245203121,  Location: 3.5 Mi E of US 281 (Lat: 29.600806,  Lng: -98.412550),  Route carried "on" structure: ServiceState highway 1604,  Year Built: 1992,  Status: Open,  Structure Length: 2.41m (7.91ft),  Average Daily Traffic: 4,114 (year 2019),  Truck Traffic: 5%,  Average Future Daily Traffic: 12,290 (year 2034),  Features Intersected: Long Creek
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 50.813,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 7.9m (25.9ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 11.6m (38.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 42.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 25.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: 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

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Structure Number: 150150245203122,  Location: 3.90 Mi E of US 281 (Lat: 29.601867,  Lng: -98.404722),  Route carried "on" structure: State highway 1604,  Year Built: 1992,  Status: Open,  Structure Length: 7.77m (25.49ft),  Average Daily Traffic: 39,039 (year 2017),  Truck Traffic: 9%,  Average Future Daily Traffic: 52,720 (year 2033),  Design Load: HS 20,  Features Intersected: O'Connor Rd
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 51.433,  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: 2,  Number Of Approach Spans: 1,  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: 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: 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

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Structure Number: 150150245203123,  Location: 3.90 Mi E of US 281 (Lat: 29.601600,  Lng: -98.405206),  Route carried "on" structure: State highway 1604,  Year Built: 1992,  Status: Open,  Structure Length: 7.77m (25.49ft),  Average Daily Traffic: 55,564 (year 2017),  Truck Traffic: 9%,  Average Future Daily Traffic: 52,720 (year 2033),  Design Load: HS 20,  Features Intersected: O'Connor Rd
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 51.433,  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: 2,  Number Of Approach Spans: 1,  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: 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: 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

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Structure Number: 150150245203124,  Location: 3.9 Mi E of US 281 (Lat: 29.601658,  Lng: -98.404014),  Route carried "on" structure: State highway 1604,  Year Built: 1992,  Status: Open,  Structure Length: 2.16m (7.09ft),  Average Daily Traffic: 89,740 (year 2020),  Truck Traffic: 9%,  Average Future Daily Traffic: 105,450 (year 2033),  Design Load: HS 20,  Features Intersected: Draw
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 51.464,  Lanes on structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 45.1m (148.0ft),  Skew: 19 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 2.1m (6.9ft)

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

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Structure Number: 150150245203125,  Location: 4.4 Mi E of US 281 (Lat: 29.602058,  Lng: -98.395811),  Route carried "on" structure: State highway 1604,  Year Built: 1992,  Status: Open,  Structure Length: 0.76m (2.49ft),  Average Daily Traffic: 75,320 (year 2013),  Truck Traffic: 9%,  Average Future Daily Traffic: 105,450 (year 2033),  Design Load: HS 20,  Features Intersected: Draw
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 52.379,  Lanes on structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 45.1m (148.0ft),  Skew: 10 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.4m (7.9ft)

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: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: May 2018

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Structure Number: 150150245203126,  Location: 4.70 Mi E of US 281 (Lat: 29.602150,  Lng: -98.391272),  Route carried "on" structure: State highway 1604,  Year Built: 1991,  Status: Open,  Structure Length: 0.76m (2.49ft),  Average Daily Traffic: 89,740 (year 2020),  Truck Traffic: 9%,  Average Future Daily Traffic: 105,450 (year 2033),  Design Load: HS 20,  Features Intersected: Draw
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 52.783,  Lanes on structure: 9,  Owner: State Highway Agency,  Approaching Roadway Width: 45.1m (148.0ft),  Skew: 11 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.1m (6.9ft)

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

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Structure Number: 150150245203127,  Location: 4.85 Mi E of US 281 (Lat: 29.602492,  Lng: -98.387358),  Route carried "on" structure: State highway 1604,  Year Built: 1992,  Status: Open,  Structure Length: 8.53m (27.99ft),  Average Daily Traffic: 39,039 (year 2017),  Truck Traffic: 9%,  Average Future Daily Traffic: 52,720 (year 2033),  Design Load: HS 20,  Features Intersected: Judson Rd
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 52.928,  Lanes on structure: 2,  Lanes under structure: 5,  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: 30.5m (100.1ft),  Curb-To-Curb Width: 11.3m (37.1ft),  Out-to-Out Width: 12.2m (40.0ft)

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

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Structure Number: 150150245203128,  Location: 4.85 Mi E of US 281 (Lat: 29.602261,  Lng: -98.387633),  Route carried "on" structure: State highway 1604,  Year Built: 1992,  Status: Open,  Structure Length: 8.53m (27.99ft),  Average Daily Traffic: 55,564 (year 2017),  Truck Traffic: 9%,  Average Future Daily Traffic: 52,720 (year 2033),  Design Load: HS 20,  Features Intersected: Judson Rd
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 52.928,  Lanes on structure: 2,  Lanes under structure: 5,  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: 30.5m (100.1ft),  Curb-To-Curb Width: 11.3m (37.1ft),  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 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: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Deck Structure Type: Concrete Precast Panels

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Structure Number: 150150245203129,  Location: 5.30 Mi E of US 281 (Lat: 29.602317,  Lng: -98.381739),  Route carried "on" structure: State highway 1604,  Year Built: 1991,  Status: Open,  Structure Length: 0.98m (3.22ft),  Average Daily Traffic: 75,320 (year 2013),  Truck Traffic: 9%,  Average Future Daily Traffic: 105,450 (year 2033),  Design Load: HS 20,  Features Intersected: Draw
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 53.709,  Lanes on structure: 10,  Owner: State Highway Agency,  Approaching Roadway Width: 45.1m (148.0ft),  Skew: 16 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  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

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Structure Number: 15015024520313,  Location: 5.75 Mi E of US 281 (Lat: 29.602489,  Lng: -98.372664),  Route carried "on" structure: State highway 1604,  Year Built: 1991,  Status: Open,  Structure Length: 0.73m (2.40ft),  Average Daily Traffic: 89,740 (year 2020),  Truck Traffic: 9%,  Average Future Daily Traffic: 105,450 (year 2033),  Design Load: HS 20,  Features Intersected: Draw
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 53.762,  Lanes on structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 45.1m (148.0ft),  Skew: 11 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.1m (6.9ft)

Condition: Channel: Good,  Culverts: 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: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: May 2018