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

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Structure Number: 150150245201171,  Location: 2.8 Mi N of US 90 (Lat: 29.420867,  Lng: -98.709697),  Route carried "on" structure: State highway 1604,  Year Built: 2004,  Year Reconstructed: 2019,  Status: Open,  Structure Length: 8.56m (28.08ft),  Average Daily Traffic: 13,090 (year 2013),  Truck Traffic: 6%,  Average Future Daily Traffic: 18,320 (year 2033),  Design Load: HS 20,  Features Intersected: Medio Creek
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 28.645,  Lanes on structure: 3,  Owner: State Highway Agency,  Approaching Roadway Width: 17.0m (55.8ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 28.7m (94.2ft),  Curb-To-Curb Width: 17.0m (55.8ft),  Out-to-Out Width: 17.6m (57.7ft)

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

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Structure Number: 150150245201172,  Location: 2.8 Mi N of US 90 (Lat: 29.420114,  Lng: -98.709217),  Route carried "on" structure: ServiceState highway 1604,  Year Built: 2004,  Status: Open,  Structure Length: 8.69m (28.51ft),  Average Daily Traffic: 11,000 (year 2016),  Truck Traffic: 7%,  Average Future Daily Traffic: 20,680 (year 2036),  Design Load: HS 20,  Features Intersected: Medio Creek
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 28.645,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 29.0m (95.1ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.6m (5.2ft),  Curb-To-Curb Width: 10.6m (34.8ft),  Out-to-Out Width: 13.2m (43.3ft)

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

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Structure Number: 150150245201173,  Location: 0.8 Mi N of SH 151 (Lat: 29.493619,  Lng: -98.704767),  Route carried "on" structure: State highway 1604,  Year Built: 2004,  Status: Open,  Structure Length: 26.91m (88.29ft),  Average Daily Traffic: 33,233 (year 2018),  Truck Traffic: 6%,  Average Future Daily Traffic: 28,170 (year 2033),  Design Load: HS 20,  Features Intersected: Culebra Creek & FM 471
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 33.714,  Lanes on structure: 2,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 7,  Number Of Approach Spans: 1,  Length of Maximum Span: 36.9m (121.1ft),  Curb-To-Curb Width: 11.3m (37.1ft),  Out-to-Out Width: 12.0m (39.4ft)

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,  Underclear: Equal to present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Deck Structure Type: Concrete Precast Panels

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Structure Number: 150150245201174,  Location: 0.8 Mi N of SH 151 (Lat: 29.495981,  Lng: -98.704006),  Route carried "on" structure: State highway 1604,  Year Built: 2004,  Status: Open,  Structure Length: 26.91m (88.29ft),  Average Daily Traffic: 36,874 (year 2018),  Truck Traffic: 6%,  Average Future Daily Traffic: 28,170 (year 2033),  Design Load: HS 20,  Features Intersected: Culebra Creek & FM 471
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 36.933,  Lanes on structure: 2,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 7,  Number Of Approach Spans: 1,  Length of Maximum Span: 36.9m (121.1ft),  Curb-To-Curb Width: 11.3m (37.1ft),  Out-to-Out Width: 12.0m (39.4ft)

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,  Underclear: Equal to present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Deck Structure Type: Concrete Precast Panels

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Structure Number: 150150245201175,  Location: 0.9 Mi N of SH 151 (Lat: 29.494719,  Lng: -98.703572),  Route carried "on" structure: State highway 1604,  Year Built: 2004,  Status: Open,  Structure Length: 10.06m (33.01ft),  Average Daily Traffic: 22,580 (year 2019),  Truck Traffic: 7%,  Average Future Daily Traffic: 35,000 (year 2034),  Design Load: HS 20,  Features Intersected: Culebra Creek
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 37.111,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 16.5m (54.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 33.5m (109.9ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 15.9m (52.2ft),  Out-to-Out Width: 18.6m (61.0ft)

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

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Structure Number: 150150245201176,  Location: 0.9 Mi N of SH 151 (Lat: 29.496117,  Lng: -98.704533),  Route carried "on" structure: State highway 1604,  Year Built: 2004,  Status: Open,  Structure Length: 10.00m (32.81ft),  Average Daily Traffic: 17,206 (year 2019),  Truck Traffic: 7%,  Average Future Daily Traffic: 35,000 (year 2034),  Design Load: HS 20,  Features Intersected: Culebra Creek
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 37.111,  Lanes on structure: 3,  Owner: State Highway Agency,  Approaching Roadway Width: 20.1m (65.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 33.2m (108.9ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 19.6m (64.3ft),  Out-to-Out Width: 22.2m (72.8ft)

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

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Structure Number: 150150245201255,  Location: 0.1 Mi W of 1604 (Lat: 29.484639,  Lng: -98.711519),  Route carried "on" structure: City street ,  Year Built: 2012,  Status: Open,  Structure Length: 0.70m (2.30ft),  Average Daily Traffic: 1,000 (year 2013),  Truck Traffic: 2%,  Average Future Daily Traffic: 1,500 (year 2033),  Design Load: HL 93,  Features Intersected: Draw,  Facility Carried by Structure: Alamo Ranch Pkwy
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Owner: State Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Skew: 21 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 1.8m (5.9ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 44.4 metric tons,  Method Used To Determine Operating Rating: No rating analysis performed,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: No rating analysis performed,  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: May 2018

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Structure Number: 150150245201256,  Location: 1.53 N OF US 90 (Lat: 29.402861,  Lng: -98.706167),  Route carried "on" structure: State highway 1604,  Year Built: 2014,  Status: Open,  Structure Length: 12.80m (41.99ft),  Average Daily Traffic: 20,000 (year 2013),  Truck Traffic: 5%,  Average Future Daily Traffic: 26,000 (year 2033),  Design Load: HL 93,  Features Intersected: MARBACH RD.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 16.5m (54.1ft),  Skew: 30 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 42.7m (140.1ft),  Curb-To-Curb Width: 16.5m (54.1ft),  Out-to-Out Width: 17.1m (56.1ft)

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: Better than present minimum criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Deck Structure Type: Concrete Precast Panels

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Structure Number: 150150245201261,  Location: 3.75 MI N OF US 90 (Lat: 29.434619,  Lng: -98.711919),  Route carried "on" structure: ServiceState highway 1604,  Year Built: 2019,  Status: Open,  Structure Length: 7.32m (24.02ft),  Average Daily Traffic: 5,000 (year 2019),  Truck Traffic: 7%,  Average Future Daily Traffic: 1 (year 1900),  Design Load: HL 93,  Features Intersected: CARACOL CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 30.141,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 24.4m (80.1ft),  Curb or Sidewalk Widths: Left: 1.7m (5.6ft),  Right: 0.0m,  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 15.9m (52.2ft)

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

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Structure Number: 150150245201262,  Location: 3.75 MI N OF US 90 (Lat: 29.433681,  Lng: -98.711139),  Route carried "on" structure: State highway 1604,  Year Built: 2019,  Status: Open,  Structure Length: 7.32m (24.02ft),  Average Daily Traffic: 11,000 (year 2016),  Truck Traffic: 7%,  Average Future Daily Traffic: 1 (year 1900),  Design Load: HL 93,  Features Intersected: CARACOL CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 30.111,  Lanes on structure: 3,  Owner: State Highway Agency,  Approaching Roadway Width: 14.0m (45.9ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 24.4m (80.1ft),  Curb-To-Curb Width: 14.0m (45.9ft),  Out-to-Out Width: 14.6m (47.9ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: 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: 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: September 2020,  Deck Structure Type: Concrete Precast Panels

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Structure Number: 150150245201263,  Location: 3.75 MI N OF US 90 (Lat: 29.434150,  Lng: -98.714800),  Route carried "on" structure: State highway 1604,  Year Built: 2019,  Status: Open,  Structure Length: 7.32m (24.02ft),  Average Daily Traffic: 11,000 (year 2016),  Truck Traffic: 7%,  Average Future Daily Traffic: 1 (year 1900),  Design Load: HL 93,  Features Intersected: CARACOL CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 30.127,  Lanes on structure: 3,  Owner: State Highway Agency,  Approaching Roadway Width: 14.0m (45.9ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 24.4m (80.1ft),  Curb-To-Curb Width: 14.0m (45.9ft),  Out-to-Out Width: 14.6m (47.9ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Channel: 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: 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: September 2020,  Deck Structure Type: Concrete Precast Panels

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Structure Number: 150150245201264,  Location: 3.84 MI N OF US 90 (Lat: 29.435331,  Lng: -98.711139),  Route carried "on" structure: State highway 6104,  Year Built: 2019,  Status: Open,  Structure Length: 10.36m (33.99ft),  Average Daily Traffic: 11,000 (year 2016),  Truck Traffic: 7%,  Average Future Daily Traffic: 1 (year 1900),  Design Load: HL 93,  Features Intersected: FM 1957 - POTRANCO RD,  Facility Carried by Structure: LP 1604 NBML
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 30.384,  Lanes on structure: 3,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 14.0m (45.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 36.6m (120.1ft),  Curb-To-Curb Width: 14.0m (45.9ft),  Out-to-Out Width: 14.6m (47.9ft)

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

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Structure Number: 150150245201265,  Location: 3.84 MI N OF US 90 (Lat: 29.435961,  Lng: -98.711489),  Route carried "on" structure: State highway 1604,  Year Built: 2019,  Status: Open,  Structure Length: 10.36m (33.99ft),  Average Daily Traffic: 11,000 (year 2016),  Truck Traffic: 7%,  Average Future Daily Traffic: 1 (year 1900),  Design Load: HL 93,  Features Intersected: FM 1957 POTRANCO RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 30.384,  Lanes on structure: 3,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 14.0m (45.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 36.6m (120.1ft),  Curb-To-Curb Width: 14.0m (45.9ft),  Out-to-Out Width: 14.6m (47.9ft)

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

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Structure Number: 150150245201266,  Location: 4.70 MI N OF US 90 (Lat: 29.447600,  Lng: -98.711250),  Route carried "on" structure: State highway 1604,  Year Built: 2019,  Status: Open,  Structure Length: 10.06m (33.01ft),  Average Daily Traffic: 11,000 (year 2013),  Truck Traffic: 7%,  Average Future Daily Traffic: 1 (year 1900),  Design Load: HL 93,  Features Intersected: MILITARY DR W
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 31.752,  Lanes on structure: 3,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 14.0m (45.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 33.5m (109.9ft),  Curb-To-Curb Width: 14.0m (45.9ft),  Out-to-Out Width: 14.6m (47.9ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Meets minimum limits,  Underclear: Somewhat better than minimum adequacy,  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: 150150245201267,  Location: 4.70 MI N OF US 90 (Lat: 29.448439,  Lng: -98.711600),  Route carried "on" structure: State highway 1604,  Year Built: 2019,  Status: Open,  Structure Length: 10.06m (33.01ft),  Average Daily Traffic: 11,000 (year 2019),  Truck Traffic: 7%,  Average Future Daily Traffic: 1 (year 1900),  Design Load: HL 93,  Features Intersected: MILITARY DR W
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 31.752,  Lanes on structure: 3,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 14.0m (45.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 33.5m (109.9ft),  Curb-To-Curb Width: 14.0m (45.9ft),  Out-to-Out Width: 14.6m (47.9ft)

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

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Structure Number: 150150245201268,  Location: 5.89 MI N OF US 90 (Lat: 29.465000,  Lng: -98.711281),  Route carried "on" structure: State highway 1604,  Year Built: 2019,  Status: Open,  Structure Length: 10.97m (35.99ft),  Average Daily Traffic: 17,000 (year 2017),  Truck Traffic: 3%,  Average Future Daily Traffic: 1 (year 1900),  Design Load: HL 93,  Features Intersected: WISEMAN BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 33.635,  Lanes on structure: 3,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 14.0m (45.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 36.6m (120.1ft),  Curb-To-Curb Width: 14.0m (45.9ft),  Out-to-Out Width: 14.6m (47.9ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Somewhat better than minimum adequacy,  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: 150150245201269,  Location: 5.89 MI N OF US 90 (Lat: 29.465869,  Lng: -98.711581),  Route carried "on" structure: State highway 1604,  Year Built: 2019,  Status: Open,  Structure Length: 10.97m (35.99ft),  Average Daily Traffic: 17,000 (year 2017),  Truck Traffic: 3%,  Average Future Daily Traffic: 1 (year 1900),  Design Load: HL 93,  Features Intersected: WISEMAN BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 33.635,  Lanes on structure: 3,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 14.0m (45.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 36.6m (120.1ft),  Curb-To-Curb Width: 14.0m (45.9ft),  Out-to-Out Width: 14.6m (47.9ft)

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: Meets minimum limits,  Underclear: Somewhat better than minimum adequacy,  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: 150150245201271,  Location: 1.55 MI N OF FM 471 (Lat: 29.514697,  Lng: -98.694425),  Route carried "on" structure: State highway 1604,  Year Built: 2016,  Status: Open,  Structure Length: 9.57m (31.40ft),  Average Daily Traffic: 33,579 (year 2018),  Truck Traffic: 6%,  Average Future Daily Traffic: 41,920 (year 2033),  Design Load: HL 93,  Features Intersected: SHAENFIELD RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 7,  Owner: State Highway Agency,  Approaching Roadway Width: 15.2m (49.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Number Of Approach Spans: 1,  Length of Maximum Span: 36.0m (118.1ft),  Curb-To-Curb Width: 15.2m (49.9ft),  Out-to-Out Width: 15.9m (52.2ft)

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: Meets minimum limits,  Underclear: 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: 150150245201272,  Location: 1.55 MI N OF FM 471 (Lat: 29.515597,  Lng: -98.694586),  Route carried "on" structure: State highway 1604,  Year Built: 2016,  Status: Open,  Structure Length: 8.72m (28.61ft),  Average Daily Traffic: 28,011 (year 2019),  Truck Traffic: 6%,  Average Future Daily Traffic: 41,920 (year 2033),  Design Load: HL 93,  Features Intersected: SHAENFIELD RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 7,  Owner: State Highway Agency,  Approaching Roadway Width: 15.2m (49.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 36.0m (118.1ft),  Curb-To-Curb Width: 15.2m (49.9ft),  Out-to-Out Width: 15.9m (52.2ft)

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: Meets minimum limits,  Underclear: 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: 150150245201273,  Location: 2.25 MI N OF FM 471 (Lat: 29.523619,  Lng: -98.689861),  Route carried "on" structure: ServiceState highway 1604,  Year Built: 2015,  Status: Open,  Structure Length: 6.40m (21.00ft),  Average Daily Traffic: 24,969 (year 2019),  Truck Traffic: 7%,  Average Future Daily Traffic: 15,000 (year 2035),  Design Load: HL 93,  Features Intersected: HELOTES CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 40.555,  Lanes on structure: 3,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 21.3m (69.9ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.7m (5.6ft),  Curb-To-Curb Width: 13.0m (42.7ft),  Out-to-Out Width: 15.5m (50.9ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Channel: Good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons,  Structural Evaluation: Equal to present desirable 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: 150150245201274,  Location: 2.25 MI N OF FM 471 (Lat: 29.524050,  Lng: -98.690500),  Route carried "on" structure: ServiceState highway 1604,  Year Built: 2015,  Status: Open,  Structure Length: 6.40m (21.00ft),  Average Daily Traffic: 28,011 (year 2019),  Truck Traffic: 7%,  Average Future Daily Traffic: 15,000 (year 2035),  Design Load: HL 93,  Features Intersected: HELOTES CR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 40.555,  Lanes on structure: 3,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 21.3m (69.9ft),  Curb or Sidewalk Widths: Left: 1.7m (5.6ft),  Right: 0.0m,  Curb-To-Curb Width: 13.0m (42.7ft),  Out-to-Out Width: 15.5m (50.9ft)

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

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Structure Number: 150150245201275,  Location: 1.9 MI S OF SH 16 (Lat: 29.529289,  Lng: -98.684808),  Route carried "on" structure: State highway 1604,  Year Built: 2016,  Status: Open,  Structure Length: 9.39m (30.81ft),  Average Daily Traffic: 24,969 (year 2019),  Truck Traffic: 6%,  Average Future Daily Traffic: 41,920 (year 2033),  Design Load: HL 93,  Features Intersected: NEW GUILBEAU RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 15.2m (49.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 33.2m (108.9ft),  Curb-To-Curb Width: 15.2m (49.9ft),  Out-to-Out Width: 15.9m (52.2ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Meets minimum limits,  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: 150150245201276,  Location: 1.9 MI S OF SH 16 (Lat: 29.530269,  Lng: -98.684794),  Route carried "on" structure: State highway 1604,  Year Built: 2016,  Status: Open,  Structure Length: 8.90m (29.20ft),  Average Daily Traffic: 28,011 (year 2019),  Truck Traffic: 6%,  Average Future Daily Traffic: 41,920 (year 2033),  Design Load: HL 93,  Features Intersected: NEW GUILBEAU RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 15.2m (49.9ft),  Skew: 9 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Number Of Approach Spans: 1,  Length of Maximum Span: 33.2m (108.9ft),  Curb-To-Curb Width: 15.2m (49.9ft),  Out-to-Out Width: 15.9m (52.2ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Meets minimum limits,  Underclear: 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: 150150245201277,  Location: 1.55 MI S OF SH 16 (Lat: 29.535803,  Lng: -98.682050),  Route carried "on" structure: State highway 1604,  Year Built: 2016,  Status: Open,  Structure Length: 6.27m (20.57ft),  Average Daily Traffic: 24,969 (year 2019),  Truck Traffic: 6%,  Average Future Daily Traffic: 41,920 (year 2033),  Design Load: HL 93,  Features Intersected: BRAUN RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 2,  Length of Maximum Span: 33.8m (110.9ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 12.2m (40.0ft)

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

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Structure Number: 150150245201278,  Location: 1.55 MI S OF SH 16 (Lat: 29.536636,  Lng: -98.682194),  Route carried "on" structure: State highway 1604,  Year Built: 2016,  Status: Open,  Structure Length: 6.32m (20.73ft),  Average Daily Traffic: 28,011 (year 2019),  Truck Traffic: 6%,  Average Future Daily Traffic: 41,920 (year 2033),  Design Load: HL 93,  Features Intersected: BRAUN RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 6,  Owner: State Park, Forest, or Reservation Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 2,  Length of Maximum Span: 33.8m (110.9ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 12.2m (40.0ft)

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

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Structure Number: 150150245201279,  Location: 0.9 MI N OF FM 471 (Lat: 29.507289,  Lng: -98.698906),  Route carried "on" structure: State highway 1604,  Year Built: 2016,  Status: Open,  Structure Length: 2.47m (8.10ft),  Average Daily Traffic: 10,000 (year 2015),  Truck Traffic: 8%,  Average Future Daily Traffic: 15,000 (year 2035),  Design Load: HL 93,  Features Intersected: TRIBUTARY OF HELOTES CRK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 38.471,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 8,  Length of Maximum Span: 2.4m (7.9ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.5m (4.9ft)

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,  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

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Structure Number: 15015024520128,  Location: @ LP 1604 / SH 151 INT (Lat: 29.482525,  Lng: -98.709028),  Route carried "on" structure: Ramp State highway 1604,  Year Built: 2016,  Status: Open,  Structure Length: 48.05m (157.64ft),  Average Daily Traffic: 46,258 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 25,000 (year 2033),  Design Load: HL 93,  Features Intersected: SH 151 & LP 1604 ML
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 13,  Length of Maximum Span: 44.9m (147.3ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 8.5m (27.9ft)

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

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Structure Number: 150150245201281,  Location: 1.53 MI N of US 90 (Lat: 29.403097,  Lng: -98.706964),  Route carried "on" structure: State highway 1604,  Year Built: 2019,  Status: Open,  Structure Length: 12.80m (41.99ft),  Average Daily Traffic: 16,200 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 23,950 (year 2040),  Design Load: HL 93,  Features Intersected: Marbach Rd.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 26.715,  Lanes on structure: 3,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 14.0m (45.9ft),  Skew: 10 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 42.7m (140.1ft),  Curb-To-Curb Width: 14.0m (45.9ft),  Out-to-Out Width: 14.6m (47.9ft)

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

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Structure Number: 150150245201282,  Location: 3.1 MI N of US 90 (Lat: 29.416856,  Lng: -98.709764),  Route carried "on" structure: City street ,  Year Built: 2019,  Status: Open,  Structure Length: 6.83m (22.41ft),  Average Daily Traffic: 2,350 (year 2020),  Average Future Daily Traffic: 3,100 (year 2040),  Design Load: HL 93,  Features Intersected: LP 1604 MLs,  Facility Carried by Structure: Dove Canyon
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 28.164,  Lanes on structure: 5,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 14.0m (45.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 34.1m (111.9ft),  Curb or Sidewalk Widths: Left: 3.0m (9.8ft),  Right: 3.0m (9.8ft),  Curb-To-Curb Width: 27.4m (89.9ft),  Out-to-Out Width: 33.9m (111.2ft)

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: 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 Precast Panels

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Structure Number: 150150245201283,  Location: 3.35 MI N of US 90 (Lat: 29.420528,  Lng: -98.709939),  Route carried "on" structure: State highway 1604,  Year Built: 2019,  Status: Open,  Structure Length: 10.06m (33.01ft),  Average Daily Traffic: 17,900 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 1 (year 1900),  Design Load: HL 93,  Features Intersected: Medio Creek
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 28.666,  Lanes on structure: 3,  Owner: State Highway Agency,  Approaching Roadway Width: 14.0m (45.9ft),  Skew: 19 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 25.1m (82.3ft),  Curb-To-Curb Width: 14.0m (45.9ft),  Out-to-Out Width: 14.6m (47.9ft)

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

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Structure Number: 150150245201284,  Location: 3.35 MI N of US 90 (Lat: 29.420728,  Lng: -98.710261),  Route carried "on" structure: ServiceState highway 1604,  Year Built: 2019,  Status: Open,  Structure Length: 13.59m (44.59ft),  Average Daily Traffic: 1,250 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 1,650 (year 2040),  Design Load: HL 93,  Features Intersected: Medio Creek
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 28.666,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 9.4m (30.8ft),  Skew: 19 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 36.3m (119.1ft),  Curb or Sidewalk Widths: Left: 2.1m (6.9ft),  Right: 0.0m,  Curb-To-Curb Width: 9.4m (30.8ft),  Out-to-Out Width: 12.1m (39.7ft)

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

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Structure Number: 150150245202002,  Location: 1.45 Mi E of FM 1535 (Lat: 29.601956,  Lng: -98.540472),  Route carried "on" structure: State highway 1604,  Year Built: 1961,  Year Reconstructed: 1987,  Status: Open,  Structure Length: 9.88m (32.41ft),  Average Daily Traffic: 71,936 (year 2017),  Truck Traffic: 9%,  Average Future Daily Traffic: 69,630 (year 2033),  Features Intersected: Salado Creek
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 14.194,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Material/Design: Concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 8,  Length of Maximum Span: 12.2m (40.0ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 12.7m (41.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 57.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 34.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 150150245202005,  Location: 0.10 Mi E of FM 2696 (Lat: 29.608517,  Lng: -98.507064),  Route carried "on" structure: State highway 1604,  Year Built: 1961,  Year Reconstructed: 1987,  Status: Open,  Structure Length: 6.19m (20.31ft),  Average Daily Traffic: 42,113 (year 2017),  Truck Traffic: 5%,  Average Future Daily Traffic: 38,270 (year 2033),  Design Load: HS 20,  Features Intersected: Panther Springs Creek
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 17.606,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Material/Design: Concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 12.2m (40.0ft),  Curb-To-Curb Width: 11.5m (37.7ft),  Out-to-Out Width: 12.3m (40.4ft)

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 Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 150150245202009,  Location: 0.8 Mi NE of SH 16 (Lat: 29.561836,  Lng: -98.657878),  Route carried "on" structure: State highway 1604,  Year Built: 1961,  Year Reconstructed: 1996,  Status: Open,  Structure Length: 2.38m (7.81ft),  Average Daily Traffic: 87,180 (year 2013),  Truck Traffic: 6%,  Average Future Daily Traffic: 122,050 (year 2033),  Design Load: HS 20,  Features Intersected: Tributary of French Crk
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.255,  Lanes on structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 46.3m (151.9ft),  Skew: 23 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 9,  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 24 months,  Inspection Date: May 2020

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Structure Number: 150150245202011,  Location: 0.90 Mi NE of FM 1560 (Lat: 29.580592,  Lng: -98.641783),  Route carried "on" structure: State highway 1604,  Year Built: 1993,  Status: Open,  Structure Length: 2.93m (9.61ft),  Average Daily Traffic: 84,499 (year 2020),  Truck Traffic: 9%,  Average Future Daily Traffic: 109,120 (year 2033),  Design Load: HS 20,  Features Intersected: Trib of Huesta Creek
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.840,  Lanes on structure: 10,  Owner: State Highway Agency,  Approaching Roadway Width: 59.7m (195.9ft),  Skew: 24 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 9,  Length of Maximum Span: 2.4m (7.9ft)

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: May 2018

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Structure Number: 150150245202014,  Location: 0.9 Mi W of IH 10 (Lat: 29.588961,  Lng: -98.616900),  Route carried "on" structure: State highway 1604,  Year Built: 1961,  Year Reconstructed: 1992,  Status: Open,  Structure Length: 1.77m (5.81ft),  Average Daily Traffic: 97,772 (year 2020),  Truck Traffic: 9%,  Average Future Daily Traffic: 133,700 (year 2033),  Features Intersected: Tributary of Leon Creek
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.521,  Lanes on structure: 11,  Owner: State Highway Agency,  Approaching Roadway Width: 59.1m (193.9ft),  Skew: 23 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 6,  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 24 months,  Inspection Date: May 2020

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Structure Number: 15015024520204,  Location: 3.26 Mi E of FM 1535 (Lat: 29.608303,  Lng: -98.508547),  Route carried "on" structure: Ramp State highway 2696,  Year Built: 2002,  Status: Open,  Structure Length: 6.28m (20.60ft),  Average Daily Traffic: 5,000 (year 2014),  Truck Traffic: 14%,  Average Future Daily Traffic: 6,000 (year 2034),  Design Load: HS 20,  Features Intersected: LP 1604,  Facility Carried by Structure: WB U-Turn @ Blanco
Minimum Vertical Clearance: 6.10m (20.01ft),  Kilometerpoint: 19.336,  Lanes on structure: 1,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 33.5m (109.9ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.1m (29.9ft)

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

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Structure Number: 150150245202041,  Location: 0.20 Mi NE of SH 16 (Lat: 29.555828,  Lng: -98.664600),  Route carried "on" structure: State highway 1604,  Year Built: 1975,  Year Reconstructed: 1995,  Status: Open,  Structure Length: 2.10m (6.89ft),  Average Daily Traffic: 116,109 (year 2019),  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: 0.272,  Lanes on structure: 9,  Owner: State Highway Agency,  Approaching Roadway Width: 48.8m (160.1ft),  Skew: 29 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 8,  Length of Maximum Span: 3.0m (9.8ft)

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 24 months,  Inspection Date: May 2020

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Structure Number: 150150245202045,  Location: 3.26 Mi E of FM 1535 (Lat: 29.608953,  Lng: -98.508058),  Route carried "on" structure: Ramp State highway 2696,  Year Built: 2002,  Status: Open,  Structure Length: 6.28m (20.60ft),  Average Daily Traffic: 5,000 (year 2014),  Truck Traffic: 14%,  Average Future Daily Traffic: 6,000 (year 2034),  Design Load: HS 20,  Features Intersected: LP 1604,  Facility Carried by Structure: EB T/A at Blanco
Minimum Vertical Clearance: 5.18m (16.99ft),  Kilometerpoint: 19.336,  Lanes on structure: 1,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 33.5m (109.9ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.1m (29.9ft)

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

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Structure Number: 150150245202046,  Location: 7.3 Mi W of IH 10 (Lat: 29.610250,  Lng: -98.475667),  Route carried "on" structure: Ramp State highway 1604,  Year Built: 2012,  Status: Open,  Structure Length: 134.81m (442.29ft),  Average Daily Traffic: 6,120 (year 2010),  Truck Traffic: 5%,  Average Future Daily Traffic: 10,400 (year 2030),  Design Load: HL 93,  Features Intersected: US281 SBFR & LP1604 EBFR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 11,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Number Of Approach Spans: 37,  Length of Maximum Span: 58.5m (191.9ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 12.2m (40.0ft)

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

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Structure Number: 150150245202053,  Location: 0.30 Mi W of IH 10 (Lat: 29.590736,  Lng: -98.603947),  Route carried "on" structure: ServiceState highway 1604,  Year Built: 1981,  Status: Open,  Structure Length: 6.28m (20.60ft),  Average Daily Traffic: 10,565 (year 2019),  Truck Traffic: 5%,  Average Future Daily Traffic: 12,560 (year 2033),  Design Load: HS 20,  Features Intersected: Leon Creek
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.770,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 17.4m (57.1ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 11.9m (39.0ft)

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