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

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Structure Number: 150150065801018,  Location: 0.82 MI NW OF LOOP 1604 (Lat: 29.610144,  Lng: -98.569903),  Route carried "on" structure: Other road ,  Year Built: 2001,  Status: Open,  Structure Length: 4.11m (13.48ft),  Average Daily Traffic: 100 (year 2015),  Average Future Daily Traffic: 150 (year 2035),  Design Load: HS 20,  Features Intersected: FM 1535 -NW MILITARY HWY,  Facility Carried by Structure: M MARIETTA HAUL RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Owner: Private,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 2,  Length of Maximum Span: 25.9m (85.0ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 19.2m (63.0ft)

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

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Structure Number: 150150084901016,  Location: 2.25 Mi SW of SH 16 (Lat: 29.477267,  Lng: -98.647689),  Route carried "on" structure: State highway 471,  Year Built: 1989,  Status: Open,  Structure Length: 1.62m (5.31ft),  Average Daily Traffic: 18,674 (year 2015),  Truck Traffic: 4%,  Average Future Daily Traffic: 40,420 (year 2033),  Design Load: HS 20,  Features Intersected: Culebra Creek Trib
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 17.054,  Lanes on structure: 5,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 20.1m (65.9ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 3.0m (9.8ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 20.3m (66.6ft),  Out-to-Out Width: 34.5m (113.2ft)

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,  Deck Geometry: 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: June 2018,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 150150084901017,  Location: 1.74 Mi SW of SH 16 (Lat: 29.478789,  Lng: -98.640025),  Route carried "on" structure: State highway 471,  Year Built: 1989,  Status: Open,  Structure Length: 1.65m (5.41ft),  Average Daily Traffic: 18,674 (year 2015),  Truck Traffic: 4%,  Average Future Daily Traffic: 40,420 (year 2033),  Design Load: HS 20,  Features Intersected: Drain
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 17.888,  Lanes on structure: 5,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 20.1m (65.9ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 2.7m (8.9ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.5m (4.9ft)

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: June 2018

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Structure Number: 150150084901018,  Location: 1.20 Mi SW of SH 16 (Lat: 29.482639,  Lng: -98.632125),  Route carried "on" structure: State highway 471,  Year Built: 1989,  Status: Open,  Structure Length: 9.14m (29.99ft),  Average Daily Traffic: 18,674 (year 2015),  Truck Traffic: 4%,  Average Future Daily Traffic: 40,420 (year 2033),  Design Load: HS 20,  Features Intersected: Leon Creek
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.926,  Lanes on structure: 5,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 20.1m (65.9ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 12,  Length of Maximum Span: 7.6m (24.9ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 20.2m (66.3ft),  Out-to-Out Width: 23.8m (78.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Fair,  Channel: Good,  Operating Rating: 68.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 40.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: 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,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 150150084901024,  Location: 0.7 Mi SE of LP 1604 (Lat: 29.489667,  Lng: -98.694422),  Route carried "on" structure: State highway 471,  Year Built: 1991,  Status: Open,  Structure Length: 10.36m (33.99ft),  Average Daily Traffic: 33,644 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 54,240 (year 2033),  Design Load: HS 20,  Features Intersected: Culebra Creek
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 12.136,  Lanes on structure: 5,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 20.1m (65.9ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 20.7m (67.9ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 20.3m (66.6ft),  Out-to-Out Width: 23.8m (78.1ft)

Condition: Deck: Satisfactory,  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: 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,  Deck Structure Type: Concrete Precast Panels

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Structure Number: 150150084901025,  Location: 1.3 Mi E of LP 1604 (Lat: 29.490619,  Lng: -98.683886),  Route carried "on" structure: State highway 471,  Year Built: 1991,  Status: Open,  Structure Length: 1.10m (3.61ft),  Average Daily Traffic: 33,644 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 54,240 (year 2033),  Design Load: HS 20,  Features Intersected: Drain
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.575,  Lanes on structure: 5,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 20.1m (65.9ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.0m (9.8ft),  Curb-To-Curb Width: 20.1m (65.9ft),  Out-to-Out Width: 27.4m (89.9ft)

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,  Deck Geometry: 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: June 2018,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 150150084901026,  Location: 0.34 Mi W of Tezel Rd (Lat: 29.486875,  Lng: -98.670656),  Route carried "on" structure: State highway 471,  Year Built: 1991,  Status: Open,  Structure Length: 1.16m (3.81ft),  Average Daily Traffic: 33,644 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 54,240 (year 2033),  Design Load: HS 20,  Features Intersected: Drain
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.210,  Lanes on structure: 5,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 20.1m (65.9ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 2.7m (8.9ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 20.1m (65.9ft),  Out-to-Out Width: 30.4m (99.7ft)

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,  Deck Geometry: 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: June 2018,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 150150084901027,  Location: 0.2 Mi SE of FM 1560 (Lat: 29.501875,  Lng: -98.724653),  Route carried "on" structure: State highway 471,  Year Built: 2009,  Status: Open,  Structure Length: 1.52m (4.99ft),  Average Daily Traffic: 32,259 (year 2015),  Truck Traffic: 4%,  Average Future Daily Traffic: 58,320 (year 2033),  Design Load: HS 20,  Features Intersected: Culebra Creek Trib #1
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 11.788,  Lanes on structure: 5,  Owner: State Highway Agency,  Approaching Roadway Width: 21.9m (71.9ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 7.6m (24.9ft),  Curb or Sidewalk Widths: Left: 1.9m (6.2ft),  Right: 1.9m (6.2ft),  Curb-To-Curb Width: 21.9m (71.9ft),  Out-to-Out Width: 26.7m (87.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Fair,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: 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

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Structure Number: 150150084901028,  Location: 0.15 Mi NW of FM 1604 (Lat: 29.495022,  Lng: -98.706769),  Route carried "on" structure: State highway 471,  Year Built: 2009,  Status: Open,  Structure Length: 3.05m (10.01ft),  Average Daily Traffic: 32,259 (year 2015),  Truck Traffic: 4%,  Average Future Daily Traffic: 58,320 (year 2033),  Design Load: HS 20,  Features Intersected: Culebra Creek
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.902,  Lanes on structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 21.9m (71.9ft),  Skew: 3 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 11.6m (38.1ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 21.9m (71.9ft),  Out-to-Out Width: 26.7m (87.6ft)

Condition: Deck: Satisfactory,  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 Cast-file-Place

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Structure Number: 150150084901209,  Location: 8.3 Mi SE of SH 16 (Lat: 29.522725,  Lng: -98.801361),  Route carried "on" structure: State highway 471,  Year Built: 2018,  Status: Open,  Structure Length: 2.19m (7.19ft),  Average Daily Traffic: 38,740 (year 2013),  Truck Traffic: 4%,  Average Future Daily Traffic: 54,240 (year 2033),  Design Load: HL 93,  Features Intersected: Draw
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.358,  Lanes on structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 17.1m (56.1ft),  Skew: 20 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 3.0m (9.8ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 17.2m (56.4ft),  Out-to-Out Width: 24.4m (80.1ft)

Condition: Channel: Very good,  Culverts: 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,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 150150085005006,  Location: 1.7 Mi NW of LP 1604 (Lat: 29.341561,  Lng: -98.283242),  Route carried "on" structure: State highway 3432,  Year Built: 1968,  Year Reconstructed: 1993,  Status: Open,  Structure Length: 5.49m (18.01ft),  Average Daily Traffic: 3,064 (year 2020),  Truck Traffic: 13%,  Average Future Daily Traffic: 3,970 (year 2033),  Features Intersected: Chupaderas Creek
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 13.203,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 18.3m (60.0ft),  Curb-To-Curb Width: 13.6m (44.6ft),  Out-to-Out Width: 14.1m (46.3ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 32.7 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 24.5 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 150150091512001,  Location: 1.4 Mi W of Park Entrance (Lat: 29.549781,  Lng: -98.763481),  Route carried "on" structure: State highway ,  Year Built: 2012,  Status: Open,  Structure Length: 10.97m (35.99ft),  Average Daily Traffic: 250 (year 2013),  Average Future Daily Traffic: 250 (year 2033),  Design Load: HS 20,  Features Intersected: Government Canyon Creek,  Facility Carried by Structure: Park Rd
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 12,  Length of Maximum Span: 10.1m (33.1ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 0.0m,  Curb-To-Curb Width: 6.7m (22.0ft),  Out-to-Out Width: 9.1m (29.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 68.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 40.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: 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: August 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 150150143301002,  Location: 2.00 Mi N of IH 410 (Lat: 29.546008,  Lng: -98.410567),  Route carried "on" structure: State highway 2252,  Year Built: 1956,  Year Reconstructed: 1979,  Status: Open,  Structure Length: 0.91m (2.99ft),  Average Daily Traffic: 27,332 (year 2015),  Truck Traffic: 1%,  Average Future Daily Traffic: 35,170 (year 2033),  Features Intersected: Drain
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 26.499,  Lanes on structure: 5,  Owner: State Highway Agency,  Approaching Roadway Width: 19.5m (64.0ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.4m (7.9ft),  Curb or Sidewalk Widths: Left: 1.9m (6.2ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 19.1m (62.7ft),  Out-to-Out Width: 23.9m (78.4ft)

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,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 150150143301004,  Location: 1.85 Mi NE of LP 1604 (Lat: 29.605369,  Lng: -98.326703),  Route carried "on" structure: State highway 2252,  Year Built: 1976,  Status: Open,  Structure Length: 8.99m (29.49ft),  Average Daily Traffic: 12,593 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 22,180 (year 2033),  Design Load: HS 20,  Features Intersected: Cibolo Creek
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 15.952,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Skew: 9 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: 12.2m (40.0ft),  Out-to-Out Width: 12.9m (42.3ft)

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

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Structure Number: 150150143301006,  Location: 0.50 Mi N of IH 410 (Lat: 29.524200,  Lng: -98.411011),  Route carried "on" structure: State highway 2252,  Year Built: 1979,  Status: Open,  Structure Length: 0.61m (2.00ft),  Average Daily Traffic: 27,332 (year 2015),  Truck Traffic: 1%,  Average Future Daily Traffic: 49,240 (year 2033),  Design Load: HS 20,  Features Intersected: Draw
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 28.946,  Lanes on structure: 5,  Owner: State Highway Agency,  Approaching Roadway Width: 19.5m (64.0ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 2.1m (6.9ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.5m (4.9ft)

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: 150150143301008,  Location: 2.70 Mi S of LP 1604 (Lat: 29.566528,  Lng: -98.386794),  Route carried "on" structure: State highway 2252,  Year Built: 1979,  Status: Open,  Structure Length: 1.28m (4.20ft),  Average Daily Traffic: 26,176 (year 2020),  Truck Traffic: 1%,  Average Future Daily Traffic: 46,430 (year 2033),  Design Load: HS 20,  Features Intersected: Draw
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 23.216,  Lanes on structure: 5,  Owner: State Highway Agency,  Approaching Roadway Width: 19.5m (64.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 2.1m (6.9ft),  Curb-To-Curb Width: 19.5m (64.0ft),  Out-to-Out Width: 25.0m (82.0ft)

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,  Deck Geometry: Meets minimum limits,  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,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 150150143301009,  Location: 1.45 Mi SW of LP 1604 (Lat: 29.578708,  Lng: -98.371722),  Route carried "on" structure: State highway 2252,  Year Built: 1956,  Year Reconstructed: 1988,  Status: Open,  Structure Length: 0.98m (3.22ft),  Average Daily Traffic: 18,013 (year 2020),  Truck Traffic: 2%,  Average Future Daily Traffic: 27,290 (year 2033),  Design Load: HS 20,  Features Intersected: Drain
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 21.239,  Lanes on structure: 5,  Owner: State Highway Agency,  Approaching Roadway Width: 19.5m (64.0ft),  Skew: 9 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.0m (9.8ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 1.2m (3.9ft)

Condition: Channel: Fair,  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: 15015014330101,  Location: 0.75 Mi E of Nacogdoches (Lat: 29.535619,  Lng: -98.411475),  Route carried "on" structure: State highway ,  Year Built: 2000,  Status: Open,  Structure Length: 8.99m (29.49ft),  Average Daily Traffic: 18,500 (year 2014),  Truck Traffic: 1%,  Average Future Daily Traffic: 27,000 (year 2034),  Design Load: HS 20,  Features Intersected: FM 2252,  Facility Carried by Structure: Wurzbach Pkwy EB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 11.636,  Lanes on structure: 2,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 10.1m (33.1ft),  Skew: 20 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: 38.1m (125.0ft),  Curb-To-Curb Width: 10.2m (33.5ft),  Out-to-Out Width: 12.6m (41.3ft)

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

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Structure Number: 150150143301011,  Location: 0.75 Mi E of Nacogdoches (Lat: 29.535739,  Lng: -98.411506),  Route carried "on" structure: State highway ,  Year Built: 2000,  Status: Open,  Structure Length: 8.99m (29.49ft),  Average Daily Traffic: 18,500 (year 2014),  Truck Traffic: 1%,  Average Future Daily Traffic: 27,000 (year 2034),  Design Load: HS 20,  Features Intersected: FM 2252,  Facility Carried by Structure: Wurzbach Pkwy WB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 11.636,  Lanes on structure: 2,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 10.1m (33.1ft),  Skew: 20 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: 38.1m (125.0ft),  Curb-To-Curb Width: 10.2m (33.5ft),  Out-to-Out Width: 12.6m (41.3ft)

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

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Structure Number: 150150143701001,  Location: 1.1 Mi E of IH 410 (Lat: 29.422403,  Lng: -98.370292),  Route carried "on" structure: State highway 1346,  Year Built: 1940,  Year Reconstructed: 1999,  Status: Open,  Structure Length: 2.35m (7.71ft),  Average Daily Traffic: 11,479 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 6,190 (year 2033),  Features Intersected: Rosillo Creek
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.040,  Lanes on structure: 5,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 7,  Length of Maximum Span: 3.0m (9.8ft),  Curb or Sidewalk Widths: Left: 1.6m (5.2ft),  Right: 1.6m (5.2ft),  Curb-To-Curb Width: 20.4m (66.9ft),  Out-to-Out Width: 25.1m (82.3ft)

Condition: Channel: Good,  Culverts: Satisfactory,  Operating Rating: 32.7 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 24.5 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: 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: August 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 150150143701002,  Location: 0.35 Mi E of IH 410 (Lat: 29.422258,  Lng: -98.383503),  Route carried "on" structure: State highway 1346,  Year Built: 1980,  Year Reconstructed: 2001,  Status: Open,  Structure Length: 1.55m (5.09ft),  Average Daily Traffic: 11,479 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 6,190 (year 2033),  Design Load: HS 20,  Features Intersected: Rosillo Creek
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.755,  Lanes on structure: 5,  Owner: State Highway Agency,  Approaching Roadway Width: 20.1m (65.9ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 2.1m (6.9ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.6m (5.2ft)

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: August 2018

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Structure Number: 150150147701002,  Location: 0.343 Mi N of IH 10 (Lat: 29.463417,  Lng: -98.315619),  Route carried "on" structure: State highway 1516,  Year Built: 1990,  Status: Open,  Structure Length: 1.59m (5.22ft),  Average Daily Traffic: 7,997 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 13,870 (year 2033),  Design Load: HS 20,  Features Intersected: Escondido Creek
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.050,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 2.4m (7.9ft),  Curb-To-Curb Width: 11.9m (39.0ft),  Out-to-Out Width: 12.8m (42.0ft)

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,  Deck Geometry: 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: August 2018,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 150150147801001,  Location: 0.20 MI SE OF HUEBNER RD (Lat: 29.519089,  Lng: -98.612797),  Route carried "on" structure: State highway 1517,  Year Built: 1997,  Status: Open,  Structure Length: 4.36m (14.30ft),  Average Daily Traffic: 10,886 (year 2020),  Average Future Daily Traffic: 20,000 (year 2031),  Design Load: HS 20,  Features Intersected: Huebner Creek
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 5,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 20.1m (65.9ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 13,  Length of Maximum Span: 3.0m (9.8ft),  Curb or Sidewalk Widths: Left: 1.6m (5.2ft),  Right: 1.6m (5.2ft),  Curb-To-Curb Width: 20.1m (65.9ft),  Out-to-Out Width: 24.4m (80.1ft)

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

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Structure Number: 150150147901001,  Location: 5.55 Mi E of SH 16 (Lat: 29.214647,  Lng: -98.496997),  Route carried "on" structure: State highway 1604,  Year Built: 1980,  Status: Open,  Structure Length: 10.67m (35.01ft),  Average Daily Traffic: 6,566 (year 2020),  Truck Traffic: 8%,  Average Future Daily Traffic: 9,150 (year 2033),  Design Load: HS 20,  Features Intersected: UP RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 59.752,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Number Of Approach Spans: 1,  Length of Maximum Span: 21.3m (69.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 12.8m (42.0ft)

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

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Structure Number: 150150147901002,  Location: 0.5 Mi E of SH 16 (Lat: 29.233569,  Lng: -98.574558),  Route carried "on" structure: State highway 1604,  Year Built: 1980,  Status: Open,  Structure Length: 1.13m (3.71ft),  Average Daily Traffic: 5,205 (year 2020),  Truck Traffic: 14%,  Average Future Daily Traffic: 3,710 (year 2033),  Design Load: HS 20,  Features Intersected: Draw
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 68.048,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 2.1m (6.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 12.9m (42.3ft)

Condition: Channel: Very 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,  Deck Geometry: 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: August 2018,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 150150147901003,  Location: 0.8 MI E OF SH 16 (Lat: 29.233689,  Lng: -98.568786),  Route carried "on" structure: State highway 1604,  Year Built: 1980,  Status: Open,  Structure Length: 2.93m (9.61ft),  Average Daily Traffic: 5,205 (year 2020),  Truck Traffic: 14%,  Average Future Daily Traffic: 3,710 (year 2033),  Design Load: HS 20,  Features Intersected: Draw
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 67.457,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 14.0m (45.9ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 8,  Length of Maximum Span: 3.4m (11.2ft)

Condition: Channel: Very 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: August 2018

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Structure Number: 150150147901004,  Location: 1.4 Mi E of SH 16 (Lat: 29.228542,  Lng: -98.561478),  Route carried "on" structure: State highway 1604,  Year Built: 1980,  Status: Open,  Structure Length: 3.87m (12.70ft),  Average Daily Traffic: 5,205 (year 2020),  Truck Traffic: 14%,  Average Future Daily Traffic: 3,710 (year 2033),  Design Load: HS 20,  Features Intersected: Draw
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 66.551,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 12,  Length of Maximum Span: 3.0m (9.8ft),  Curb-To-Curb Width: 14.0m (45.9ft),  Out-to-Out Width: 14.7m (48.2ft)

Condition: Channel: Very 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,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: August 2018,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 150150147901005,  Location: 1.8 MI E OF SH 16 (Lat: 29.225375,  Lng: -98.557772),  Route carried "on" structure: State highway 1604,  Year Built: 1980,  Status: Open,  Structure Length: 0.76m (2.49ft),  Average Daily Traffic: 5,205 (year 2020),  Truck Traffic: 14%,  Average Future Daily Traffic: 3,710 (year 2033),  Design Load: HS 20,  Features Intersected: Draw
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 65.985,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.4m (7.9ft),  Curb-To-Curb Width: 21.9m (71.9ft),  Out-to-Out Width: 22.3m (73.2ft)

Condition: Channel: Very 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,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: August 2018,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 150150147901006,  Location: 3.0 Mi E of SH 16 (Lat: 29.217306,  Lng: -98.541278),  Route carried "on" structure: State highway 1604,  Year Built: 1980,  Status: Open,  Structure Length: 1.80m (5.91ft),  Average Daily Traffic: 5,241 (year 2020),  Truck Traffic: 9%,  Average Future Daily Traffic: 6,150 (year 2033),  Design Load: HS 20,  Features Intersected: Draw
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 64.005,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 2.8m (9.2ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 12.9m (42.3ft)

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,  Deck Geometry: 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: August 2018,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 150150147901007,  Location: 3.2 MI E of SH 16 (Lat: 29.216850,  Lng: -98.538197),  Route carried "on" structure: State highway 1604,  Year Built: 1980,  Status: Open,  Structure Length: 1.77m (5.81ft),  Average Daily Traffic: 5,241 (year 2020),  Truck Traffic: 9%,  Average Future Daily Traffic: 6,150 (year 2033),  Design Load: HS 20,  Features Intersected: Draw
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 63.701,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 2.8m (9.2ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 12.9m (42.3ft)

Condition: Channel: Very 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,  Deck Geometry: 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: August 2018,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 150150147901008,  Location: 4.6 Mi E of SH 16 (Lat: 29.213850,  Lng: -98.513511),  Route carried "on" structure: State highway 1604,  Year Built: 1980,  Status: Open,  Structure Length: 2.10m (6.89ft),  Average Daily Traffic: 6,566 (year 2020),  Truck Traffic: 8%,  Average Future Daily Traffic: 9,150 (year 2033),  Design Load: HS 20,  Features Intersected: Draw
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 61.347,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 8,  Length of Maximum Span: 2.4m (7.9ft),  Curb-To-Curb Width: 14.6m (47.9ft),  Out-to-Out Width: 15.3m (50.2ft)

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,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: August 2018,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 150150147901009,  Location: 5.0 Mi E of SH 16 (Lat: 29.213372,  Lng: -98.505036),  Route carried "on" structure: State highway 1604,  Year Built: 1980,  Status: Open,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 6,566 (year 2020),  Truck Traffic: 8%,  Average Future Daily Traffic: 9,150 (year 2033),  Design Load: HS 20,  Features Intersected: Draw
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 60.544,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.1m (6.9ft)

Condition: Channel: Satisfactory,  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: August 2018

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Structure Number: 15015014790101,  Location: 5.2 Mi E of SH 16 (Lat: 29.213219,  Lng: -98.501933),  Route carried "on" structure: State highway 1604,  Year Built: 1980,  Status: Open,  Structure Length: 1.04m (3.41ft),  Average Daily Traffic: 6,566 (year 2020),  Truck Traffic: 8%,  Average Future Daily Traffic: 9,150 (year 2033),  Features Intersected: Draw
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 60.144,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 2.4m (7.9ft)

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

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Structure Number: 150150147901011,  Location: 0.6 Mi W of US 281 (Lat: 29.217586,  Lng: -98.488153),  Route carried "on" structure: State highway 1604,  Year Built: 1980,  Status: Open,  Structure Length: 0.76m (2.49ft),  Average Daily Traffic: 6,566 (year 2020),  Truck Traffic: 8%,  Average Future Daily Traffic: 9,150 (year 2033),  Design Load: HS 20,  Features Intersected: Draw
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 58.809,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.1m (6.9ft)

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

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Structure Number: 150150147901012,  Location: 0.3 Mi W of US 281 (Lat: 29.219200,  Lng: -98.484628),  Route carried "on" structure: State highway 1604,  Year Built: 1980,  Status: Open,  Structure Length: 0.70m (2.30ft),  Average Daily Traffic: 6,566 (year 2020),  Truck Traffic: 8%,  Average Future Daily Traffic: 9,150 (year 2033),  Design Load: HS 20,  Features Intersected: Draw
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 58.337,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 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: August 2018

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Structure Number: 150150147901013,  Location: 0.4 Mi W of US 281 (Lat: 29.219886,  Lng: -98.469675),  Route carried "on" structure: State highway 1604,  Year Built: 1980,  Status: Open,  Structure Length: 2.38m (7.81ft),  Average Daily Traffic: 7,381 (year 2020),  Truck Traffic: 8%,  Average Future Daily Traffic: 10,050 (year 2033),  Design Load: HS 20,  Features Intersected: Draw
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 56.922,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 8,  Length of Maximum Span: 2.4m (7.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 12.9m (42.3ft)

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,  Deck Geometry: 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: August 2018,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 150150147901014,  Location: 1.3 MI E of US 281 (Lat: 29.220333,  Lng: -98.454000),  Route carried "on" structure: State highway 1604,  Year Built: 1980,  Status: Open,  Structure Length: 1.19m (3.90ft),  Average Daily Traffic: 7,381 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 9,600 (year 2033),  Design Load: HS 20,  Features Intersected: Draw
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 55.384,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 1.8m (5.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 12.9m (42.3ft)

Condition: Channel: Very 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,  Deck Geometry: 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: August 2018,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 15015014790125,  Location: 1.3 MI E of US 281 (Lat: 29.220333,  Lng: -98.454000),  Route carried "on" structure: State highway 1604,  Year Built: 2020,  Status: Open,  Structure Length: 1.42m (4.66ft),  Average Daily Traffic: 6,850 (year 2013),  Truck Traffic: 7%,  Average Future Daily Traffic: 9,600 (year 2033),  Design Load: HL 93,  Features Intersected: Draw
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 55.384,  Lanes on structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 25.3m (83.0ft),  Skew: 30 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 7,  Length of Maximum Span: 1.8m (5.9ft),  Curb-To-Curb Width: 25.3m (83.0ft),  Out-to-Out Width: 50.5m (165.7ft)

Condition: Channel: Good,  Culverts: 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,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 150150150203026,  Location: 0.4 Mi E of FM 1535 (Lat: 29.559689,  Lng: -98.529169),  Route carried "on" structure: State highway ,  Year Built: 2002,  Status: Open,  Structure Length: 0.98m (3.22ft),  Average Daily Traffic: 8,090 (year 2014),  Average Future Daily Traffic: 9,500 (year 2034),  Design Load: HS 20,  Features Intersected: Draw,  Facility Carried by Structure: Wurzbach Pkwy.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.173,  Lanes on structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 27.4m (89.9ft),  Skew: 26 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 2.1m (6.9ft),  Curb or Sidewalk Widths: Left: 1.7m (5.6ft),  Right: 1.7m (5.6ft)

Condition: Channel: Very good,  Culverts: Good,  Operating Rating: 44.4 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: August 2018

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Structure Number: 150150150203027,  Location: .85 MI EAST OF FM 1535 (Lat: 29.557883,  Lng: -98.521903),  Route carried "on" structure: State highway ,  Year Built: 2002,  Status: Open,  Structure Length: 1.01m (3.31ft),  Average Daily Traffic: 8,090 (year 2014),  Average Future Daily Traffic: 9,500 (year 2034),  Design Load: HS 20,  Features Intersected: Draw,  Facility Carried by Structure: Wurzbach Pkwy
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.254,  Lanes on structure: 5,  Owner: State Highway Agency,  Approaching Roadway Width: 27.4m (89.9ft),  Skew: 21 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 2.1m (6.9ft),  Curb or Sidewalk Widths: Left: 1.7m (5.6ft),  Right: 1.7m (5.6ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 44.4 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: August 2018

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Structure Number: 150150174102006,  Location: 0.2 Mi S of IH 410 (Lat: 29.314311,  Lng: -98.593164),  Route carried "on" structure: State highway 2790,  Year Built: 1993,  Status: Open,  Structure Length: 3.35m (10.99ft),  Average Daily Traffic: 8,910 (year 2020),  Truck Traffic: 12%,  Average Future Daily Traffic: 9,760 (year 2033),  Design Load: HS 20,  Features Intersected: Indian Creek
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 21.210,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 10,  Length of Maximum Span: 3.2m (10.5ft),  Curb-To-Curb Width: 12.1m (39.7ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Channel: Very 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,  Deck Geometry: 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: August 2018,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 150150174102007,  Location: 2.6 Mi S of IH 410 (Lat: 29.282344,  Lng: -98.612819),  Route carried "on" structure: State highway 2790,  Year Built: 1992,  Status: Open,  Structure Length: 21.95m (72.01ft),  Average Daily Traffic: 5,692 (year 2020),  Truck Traffic: 19%,  Average Future Daily Traffic: 8,250 (year 2033),  Design Load: HS 20,  Features Intersected: Medina River
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 16.990,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 10,  Length of Maximum Span: 21.9m (71.9ft),  Curb-To-Curb Width: 12.1m (39.7ft),  Out-to-Out Width: 12.8m (42.0ft)

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: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Deck Structure Type: Concrete Precast Panels

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Structure Number: 150150189001005,  Location: 1.2 Mi. E of IH 35 (Lat: 29.510306,  Lng: -98.376936),  Route carried "on" structure: State highway 1976,  Year Built: 1976,  Status: Open,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 36,086 (year 2020),  Truck Traffic: 2%,  Average Future Daily Traffic: 52,050 (year 2033),  Design Load: HS 20,  Features Intersected: Draw
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.868,  Lanes on structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 20.1m (65.9ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 2.1m (6.9ft),  Curb or Sidewalk Widths: Left: 1.4m (4.6ft),  Right: 1.4m (4.6ft)

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