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

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Structure Number: 120850160701014,  Location: 1.70 MI SE OF FM 2004 (Lat: 29.397744,  Lng: -95.003486),  Route carried "on" structure: State highway 1764,  Year Built: 1989,  Status: Open,  Structure Length: 10.36m (33.99ft),  Average Daily Traffic: 33,778 (year 2016),  Truck Traffic: 4%,  Average Future Daily Traffic: 39,520 (year 2033),  Design Load: HS 20,  Features Intersected: AMBURN RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 11.768,  Lanes on structure: 4,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 26.8m (87.9ft),  Skew: 30 degrees,  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: 27.1m (88.9ft),  Out-to-Out Width: 28.7m (94.2ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 10.36m (33.99ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Deck Structure Type: Concrete Precast Panels

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Structure Number: 120850160701015,  Location: 0.70 MI W OF SH 146 (Lat: 29.395764,  Lng: -94.962864),  Route carried "on" structure: State highway 1764,  Year Built: 1989,  Status: Open,  Structure Length: 3.81m (12.50ft),  Average Daily Traffic: 17,401 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 20,510 (year 2030),  Design Load: HS 20,  Features Intersected: DRAINAGE DITCH NO. 7B
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 12.949,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 14.3m (46.9ft),  Skew: 2 degrees,  Material/Design: Concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 12.8m (42.0ft),  Curb-To-Curb Width: 14.3m (46.9ft),  Out-to-Out Width: 15.1m (49.5ft)

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: 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 Cast-file-Place

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Structure Number: 120850160701016,  Location: 0.70 MI W OF SH 146 (Lat: 29.395542,  Lng: -94.963364),  Route carried "on" structure: State highway 1764,  Year Built: 1989,  Status: Open,  Structure Length: 3.81m (12.50ft),  Average Daily Traffic: 14,650 (year 2010),  Truck Traffic: 4%,  Average Future Daily Traffic: 20,510 (year 2030),  Design Load: HS 20,  Features Intersected: DRAINAGE DITCH NO 7B
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 12.949,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 14.3m (46.9ft),  Skew: 2 degrees,  Material/Design: Concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 12.8m (42.0ft),  Curb-To-Curb Width: 14.3m (46.9ft),  Out-to-Out Width: 15.1m (49.5ft)

Condition: Deck: Satisfactory,  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: 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 Cast-file-Place

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Structure Number: 120850160701017,  Location: 0.30 MI W OF SH 146 (Lat: 29.395211,  Lng: -94.955797),  Route carried "on" structure: State highway 1764,  Year Built: 1971,  Status: Open,  Structure Length: 13.41m (44.00ft),  Average Daily Traffic: 18,204 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 20,760 (year 2033),  Design Load: HS 20,  Features Intersected: UP RAILROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 16.414,  Lanes on structure: 3,  Owner: State Highway Agency,  Approaching Roadway Width: 17.7m (58.1ft),  Skew: 1 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: 25.9m (85.0ft),  Curb-To-Curb Width: 17.8m (58.4ft),  Out-to-Out Width: 18.3m (60.0ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 68.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 36.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Better than present minimum criteria,  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 Cast-file-Place

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Structure Number: 120850160701291,  Location: 1.02 MI E OF SH 3 (Lat: 29.395486,  Lng: -94.969758),  Route carried "on" structure: State highway 1764,  Year Built: 2011,  Status: Open,  Structure Length: 8.44m (27.69ft),  Average Daily Traffic: 29,650 (year 2013),  Truck Traffic: 4%,  Average Future Daily Traffic: 41,520 (year 2033),  Design Load: HS 25 or greater,  Features Intersected: WILLOW ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 15.102,  Lanes on structure: 4,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 28.0m (91.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 30.8m (101.0ft),  Curb-To-Curb Width: 36.0m (118.1ft),  Out-to-Out Width: 37.3m (122.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 68.0 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 40.8 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: 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 Precast Panels

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Structure Number: 120850191101001,  Location: 1.40 MI N OF FM 1764 (Lat: 29.424850,  Lng: -95.031161),  Route carried "on" structure: State highway 2004,  Year Built: 1940,  Status: Open,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 4,317 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 6,560 (year 2033),  Design Load: H 15,  Features Intersected: DRAINAGE DITCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.876,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 12.5m (41.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 1.5m (4.9ft),  Curb-To-Curb Width: 12.6m (41.3ft),  Out-to-Out Width: 15.4m (50.5ft)

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

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Structure Number: 120850191101004,  Location: 0.70 MI N OF FM 1764 (Lat: 29.416564,  Lng: -95.031036),  Route carried "on" structure: State highway 2004,  Year Built: 1992,  Status: Open,  Structure Length: 0.73m (2.40ft),  Average Daily Traffic: 4,317 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 6,560 (year 2033),  Design Load: HS 20,  Features Intersected: MOSES BAYOU
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.003,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Satisfactory,  Culverts: 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: Equal to 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: September 2020

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Structure Number: 120850AA0017001,  Location: 0.06 Mi. W of Skyline Dr. (Lat: 29.422019,  Lng: -94.891983),  Route carried "on" structure: County highway ,  Year Built: 2010,  Status: Open,  Structure Length: 3.51m (11.52ft),  Average Daily Traffic: 560 (year 2011),  Average Future Daily Traffic: 620 (year 2031),  Design Load: HL 93,  Features Intersected: LAGOON,  Facility Carried by Structure: BAY ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.322,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.6m (24.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 2,  Length of Maximum Span: 14.3m (46.9ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 11.8m (38.7ft)

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: Better than present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.35m (7.71ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Bridge Improvement Cost: $4,000,  Roadway Improvement Cost: $1,000,  Total Project Cost: $5,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 120850C00017051,  Location: 0.4 MI N OF 9TH AVE N (Lat: 29.399036,  Lng: -94.893586),  Route carried "on" structure: City street ,  Year Built: 1970,  Year Reconstructed: 2015,  Status: Posted for load,  Structure Length: 1.07m (3.51ft),  Average Daily Traffic: 3,000 (year 2011),  Average Future Daily Traffic: 3,000 (year 2031),  Features Intersected: TARPEY PARK DRAIN,  Facility Carried by Structure: BAY ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.253,  Lanes on structure: 4,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 14.0m (45.9ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 2.4m (7.9ft),  Curb-To-Curb Width: 16.2m (53.1ft),  Out-to-Out Width: 19.8m (65.0ft)

Condition: Channel: Good,  Culverts: Fair,  Operating Rating: 32.7 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 24.5 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.07m (3.51ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Total Project Cost: $34,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 120850C00017052,  Location: 0.05 MI N OF N 25TH AVE (Lat: 29.408808,  Lng: -94.893769),  Route carried "on" structure: City street ,  Year Built: 1990,  Status: Open,  Structure Length: 2.47m (8.10ft),  Average Daily Traffic: 500 (year 2010),  Average Future Daily Traffic: 1,000 (year 2030),  Features Intersected: DRAINAGE DITCH,  Facility Carried by Structure: BAY ST N
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.080,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 24.7m (81.0ft),  Curb-To-Curb Width: 11.2m (36.7ft),  Out-to-Out Width: 11.8m (38.7ft)

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: Better than present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 120850C00017053,  Location: 0.5 MI N OF N 25TH AVE (Lat: 29.414986,  Lng: -94.893700),  Route carried "on" structure: City street ,  Year Built: 1985,  Status: Posted for load,  Structure Length: 3.54m (11.61ft),  Average Daily Traffic: 200 (year 2010),  Average Future Daily Traffic: 300 (year 2030),  Features Intersected: DRAINAGE DITCH,  Facility Carried by Structure: BAY ST NORTH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.805,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 8,  Length of Maximum Span: 3.4m (11.2ft)

Condition: Channel: Satisfactory,  Culverts: Fair,  Operating Rating: 32.7 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 24.5 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021

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Structure Number: 120850C00066247,  Location: 0.65 Mi SW of Beach Drive (Lat: 29.433675,  Lng: -94.913158),  Route carried "on" structure: City street ,  Year Built: 2007,  Status: Open,  Structure Length: 0.82m (2.69ft),  Average Daily Traffic: 100 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 300 (year 2040),  Features Intersected: Moses Lake,  Facility Carried by Structure: Grand Cay Drive
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.048,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 15.2m (49.9ft),  Skew: 20 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.7m (12.1ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 3.0m (9.8ft),  Curb-To-Curb Width: 15.2m (49.9ft),  Out-to-Out Width: 24.7m (81.0ft)

Condition: Channel: Good,  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,  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: December 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 120850C00066248,  Location: 0.6 Mi SW of Beach Drive (Lat: 29.433564,  Lng: -94.912003),  Route carried "on" structure: City street ,  Year Built: 2007,  Status: Open,  Structure Length: 0.88m (2.89ft),  Average Daily Traffic: 100 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 300 (year 2040),  Features Intersected: Moses Lake,  Facility Carried by Structure: Grand Cay Drive
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.161,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.6m (24.9ft),  Skew: 2 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.0m (13.1ft),  Curb-To-Curb Width: 7.6m (24.9ft),  Out-to-Out Width: 24.7m (81.0ft)

Condition: Channel: Good,  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,  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: December 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 120850C00084001,  Location: 0.7 MI N OF FM 1764 (Lat: 29.410489,  Lng: -95.020150),  Route carried "on" structure: City street ,  Year Built: 1989,  Year Reconstructed: 2012,  Status: Open,  Structure Length: 1.31m (4.30ft),  Average Daily Traffic: 320 (year 2014),  Average Future Daily Traffic: 350 (year 2034),  Features Intersected: MOSES BAYOU,  Facility Carried by Structure: CENTURY BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.816,  Lanes on structure: 3,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 2.7m (8.9ft)

Condition: Channel: Very good,  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: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.91m (2.99ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021

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Structure Number: 120850C00092249,  Location: 0.75 Mi SE of Holland Rd (Lat: 29.421556,  Lng: -95.058947),  Route carried "on" structure: City street ,  Year Built: 2016,  Status: Open,  Structure Length: 1.37m (4.49ft),  Average Daily Traffic: 20 (year 2020),  Truck Traffic: 1%,  Average Future Daily Traffic: 600 (year 2040),  Features Intersected: Drainage Ditch,  Facility Carried by Structure: Lago Mar Blvd
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.191,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Skew: 20 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 2.7m (8.9ft),  Curb or Sidewalk Widths: Left: 3.9m (12.8ft),  Right: 0.0m

Condition: Channel: Very good,  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: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2021

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Structure Number: 120850C00106001,  Location: 0.3 MILES EAST SH 146 (Lat: 29.398550,  Lng: -94.946600),  Route carried "on" structure: County highway ,  Year Built: 2010,  Status: Open,  Structure Length: 3.05m (10.01ft),  Average Daily Traffic: 100 (year 2012),  Truck Traffic: 2%,  Average Future Daily Traffic: 150 (year 2034),  Features Intersected: DRAINAGE DITCH,  Facility Carried by Structure: MAGNOLIA AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.483,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 8.8m (28.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 2,  Length of Maximum Span: 12.2m (40.0ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 2.3m (7.5ft),  Curb-To-Curb Width: 8.9m (29.2ft),  Out-to-Out Width: 12.3m (40.4ft)

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

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Structure Number: 120850C00123001,  Location: 0.3 MILES NW OF FM 1765 (Lat: 29.382283,  Lng: -94.972550),  Route carried "on" structure: County highway ,  Year Built: 2010,  Status: Open,  Structure Length: 1.10m (3.61ft),  Average Daily Traffic: 100 (year 2012),  Truck Traffic: 2%,  Average Future Daily Traffic: 200 (year 2034),  Design Load: HS 20,  Features Intersected: DITCH #7,  Facility Carried by Structure: OAK STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.483,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 9 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Satisfactory,  Culverts: 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,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2021

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Structure Number: 120850C0013805,  Location: 0.30 MI S OF FM 1764 (Lat: 29.391044,  Lng: -94.965194),  Route carried "on" structure: City street ,  Year Built: 2019,  Status: Open,  Structure Length: 2.29m (7.51ft),  Average Daily Traffic: 800 (year 2014),  Average Future Daily Traffic: 800 (year 2034),  Design Load: HL 93,  Features Intersected: DRAINAGE DITCH,  Facility Carried by Structure: PINE RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.483,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 8.8m (28.9ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 7.6m (24.9ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 9.9m (32.5ft)

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: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 120850C00173001,  Location: 0.5 MI E OF SH 146 (Lat: 29.383494,  Lng: -94.942717),  Route carried "on" structure: City street ,  Year Built: 1980,  Status: Open,  Structure Length: 0.73m (2.40ft),  Average Daily Traffic: 790 (year 2011),  Truck Traffic: 15%,  Average Future Daily Traffic: 869 (year 2031),  Features Intersected: DRAINAGE DITCH,  Facility Carried by Structure: TEXAS AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.322,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 5.5m (18.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.1m (6.9ft),  Curb-To-Curb Width: 5.8m (19.0ft),  Out-to-Out Width: 9.9m (32.5ft)

Condition: Channel: Good,  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,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.73m (2.40ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Bridge Improvement Cost: $1,000,  Total Project Cost: $1,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 120850C00193001,  Location: 0.05 MI W OF WILLOW RD (Lat: 29.388261,  Lng: -94.967917),  Route carried "on" structure: City street ,  Year Built: 2009,  Status: Open,  Structure Length: 1.86m (6.10ft),  Average Daily Traffic: 750 (year 2014),  Average Future Daily Traffic: 1,000 (year 2034),  Features Intersected: DRAINAGE DITCH,  Facility Carried by Structure: 5TH AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.161,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 3.0m (9.8ft),  Curb-To-Curb Width: 14.0m (45.9ft),  Out-to-Out Width: 14.6m (47.9ft)

Condition: Channel: Good,  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,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 120850C00201001,  Location: 0.5 MI E OF SH 146 (Lat: 29.382556,  Lng: -94.942697),  Route carried "on" structure: City street ,  Year Built: 1980,  Status: Open,  Structure Length: 0.73m (2.40ft),  Average Daily Traffic: 790 (year 2011),  Truck Traffic: 15%,  Average Future Daily Traffic: 869 (year 2031),  Features Intersected: DRAINAGE DITCH,  Facility Carried by Structure: 1ST AVE S
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.322,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 5.8m (19.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.1m (6.9ft),  Curb-To-Curb Width: 6.1m (20.0ft),  Out-to-Out Width: 9.8m (32.2ft)

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: High priority of corrective action,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.73m (2.40ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Bridge Improvement Cost: $1,000,  Total Project Cost: $1,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 120850C00206001,  Location: 0.05 MI N OF N 25TH AVE (Lat: 29.408581,  Lng: -94.902714),  Route carried "on" structure: City street 6,  Year Built: 1987,  Status: Open,  Structure Length: 1.52m (4.99ft),  Average Daily Traffic: 400 (year 2010),  Average Future Daily Traffic: 600 (year 2030),  Features Intersected: DRAINAGE DITCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.080,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 15.2m (49.9ft),  Curb-To-Curb Width: 11.1m (36.4ft),  Out-to-Out Width: 11.8m (38.7ft)

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

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Structure Number: 120850C00208052,  Location: 0.3 MI E OF BAY ST (Lat: 29.392150,  Lng: -94.889453),  Route carried "on" structure: City street ,  Year Built: 1960,  Status: Posted for load,  Structure Length: 0.94m (3.08ft),  Average Daily Traffic: 3,200 (year 2011),  Average Future Daily Traffic: 3,200 (year 2031),  Features Intersected: UNNAMED LAGOON,  Facility Carried by Structure: EIGHTH AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.770,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  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-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 13.8m (45.3ft)

Condition: Channel: Satisfactory,  Culverts: Poor,  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: Meets minimum limits,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.94m (3.08ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Bridge Improvement Cost: $3,000,  Roadway Improvement Cost: $1,000,  Total Project Cost: $4,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 120850C00209001,  Location: 0.05 MI N OF 25TH AVE N (Lat: 29.408569,  Lng: -94.907825),  Route carried "on" structure: City street 9,  Year Built: 1987,  Status: Open,  Structure Length: 1.55m (5.09ft),  Average Daily Traffic: 400 (year 2010),  Average Future Daily Traffic: 600 (year 2030),  Features Intersected: DRAINAGE DITCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.080,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 10.7m (35.1ft),  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 3.4m (11.2ft)

Condition: Channel: Good,  Culverts: Satisfactory,  Operating Rating: 32.7 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 24.5 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021

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Structure Number: 120850C00219001,  Location: 19TH AVE AT 16TH ST. (Lat: 29.402908,  Lng: -94.919261),  Route carried "on" structure: City street ,  Year Built: 1980,  Status: Posted for load,  Structure Length: 1.16m (3.81ft),  Average Daily Traffic: 2,250 (year 2011),  Average Future Daily Traffic: 2,475 (year 2031),  Features Intersected: DRAINAGE DITCH,  Facility Carried by Structure: 13TH THRU 19TH AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.644,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  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: 1.1m (3.6ft),  Right: 1.1m (3.6ft)

Condition: Channel: Good,  Culverts: Poor,  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: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.16m (3.81ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021

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Structure Number: 120850C00219002,  Location: 19TH AVE AT 14TH ST. (Lat: 29.403575,  Lng: -94.914192),  Route carried "on" structure: City street ,  Year Built: 1980,  Status: Posted for load,  Structure Length: 1.16m (3.81ft),  Average Daily Traffic: 1,300 (year 2011),  Average Future Daily Traffic: 1,430 (year 2031),  Features Intersected: DRAINAGE DITCH,  Facility Carried by Structure: 19TH AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.287,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  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: 1.2m (3.9ft),  Right: 0.0m

Condition: Channel: Good,  Culverts: Fair,  Operating Rating: 32.7 metric tons,  Method Used To Determine Operating Rating: No rating analysis performed,  Inventory Rating: 24.5 metric tons,  Method Used To Determine Inventory Rating: No rating analysis performed,  Structural Evaluation: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.16m (3.81ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021

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Structure Number: 120850C00234246,  Location: 0.55 MI N of FM 1765 (Lat: 29.387933,  Lng: -94.946842),  Route carried "on" structure: City street ,  Year Built: 1980,  Status: Open,  Structure Length: 1.68m (5.51ft),  Average Daily Traffic: 2,543 (year 2018),  Truck Traffic: 9%,  Average Future Daily Traffic: 3,560 (year 2038),  Design Load: HS 20,  Features Intersected: Drainage Ditch #14,  Facility Carried by Structure: 34th Street N
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.966,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 6.4m (21.0ft),  Skew: 3 degrees,  Material/Design: Aluminum, Iron,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 3.7m (12.1ft),  Curb-To-Curb Width: 9.6m (31.5ft),  Out-to-Out Width: 16.9m (55.4ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2021,  Deck Structure Type: Aluminum,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 120850C00725001,  Location: 0.8 MI W OF SH 146 (Lat: 29.408067,  Lng: -94.969442),  Route carried "on" structure: City street ,  Year Built: 2007,  Status: Open,  Structure Length: 1.52m (4.99ft),  Average Daily Traffic: 5,800 (year 2011),  Average Future Daily Traffic: 6,380 (year 2031),  Features Intersected: DITCH,  Facility Carried by Structure: 25TH AVENUE N
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.334,  Lanes on structure: 4,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 15.2m (49.9ft),  Curb-To-Curb Width: 16.6m (54.5ft),  Out-to-Out Width: 17.2m (56.4ft)

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

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Structure Number: 120850C00725002,  Location: 0.2 MI E OF SH 146 (Lat: 29.407958,  Lng: -94.951714),  Route carried "on" structure: City street ,  Year Built: 2006,  Status: Open,  Structure Length: 1.04m (3.41ft),  Average Daily Traffic: 15,400 (year 2011),  Average Future Daily Traffic: 16,940 (year 2031),  Features Intersected: DITCH,  Facility Carried by Structure: 25TH AVENUE N
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.265,  Lanes on structure: 5,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 17.4m (57.1ft),  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: 1.4m (4.6ft),  Right: 1.3m (4.3ft),  Curb-To-Curb Width: 17.4m (57.1ft),  Out-to-Out Width: 20.8m (68.2ft)

Condition: Channel: Very good,  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,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.04m (3.41ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Bridge Improvement Cost: $4,000,  Roadway Improvement Cost: $1,000,  Total Project Cost: $5,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 120850C00725003,  Location: 0.5 MI E OF SH 146 (Lat: 29.407997,  Lng: -94.947911),  Route carried "on" structure: City street ,  Year Built: 2006,  Status: Open,  Structure Length: 1.43m (4.69ft),  Average Daily Traffic: 15,400 (year 2011),  Average Future Daily Traffic: 16,940 (year 2031),  Features Intersected: DITCH,  Facility Carried by Structure: 25TH AVENUE N
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.748,  Lanes on structure: 5,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 17.4m (57.1ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 3.0m (9.8ft),  Curb or Sidewalk Widths: Left: 1.4m (4.6ft),  Right: 1.4m (4.6ft),  Curb-To-Curb Width: 17.4m (57.1ft),  Out-to-Out Width: 20.8m (68.2ft)

Condition: Channel: Good,  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,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.40m (4.59ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Bridge Improvement Cost: $5,000,  Roadway Improvement Cost: $1,000,  Total Project Cost: $6,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 120850C00725004,  Location: 0.31 MI W OF 14TH ST (Lat: 29.407981,  Lng: -94.919719),  Route carried "on" structure: City street ,  Year Built: 2006,  Status: Open,  Structure Length: 1.95m (6.40ft),  Average Daily Traffic: 15,400 (year 2011),  Average Future Daily Traffic: 16,940 (year 2031),  Features Intersected: DITCH,  Facility Carried by Structure: 25TH AVENUE N
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.483,  Lanes on structure: 5,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 19.2m (63.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 2.7m (8.9ft),  Curb or Sidewalk Widths: Left: 1.3m (4.3ft),  Right: 1.3m (4.3ft),  Curb-To-Curb Width: 19.2m (63.0ft),  Out-to-Out Width: 26.4m (86.6ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 32.7 metric tons,  Method Used To Determine Operating Rating: No rating analysis performed,  Inventory Rating: 24.5 metric tons,  Method Used To Determine Inventory Rating: No rating analysis performed,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 120850C00725005,  Location: 25TH AVE AT 13TH/14TH ST (Lat: 29.408000,  Lng: -94.914239),  Route carried "on" structure: City street ,  Year Built: 2006,  Status: Open,  Structure Length: 1.95m (6.40ft),  Average Daily Traffic: 15,400 (year 2011),  Average Future Daily Traffic: 16,940 (year 2031),  Features Intersected: Ditch,  Facility Carried by Structure: 25th Avenue N.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.966,  Lanes on structure: 5,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 19.2m (63.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 2.7m (8.9ft),  Curb or Sidewalk Widths: Left: 2.1m (6.9ft),  Right: 1.3m (4.3ft),  Curb-To-Curb Width: 19.2m (63.0ft),  Out-to-Out Width: 28.1m (92.2ft)

Condition: Channel: Satisfactory,  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,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 120850005103042,  Location: 1.10 MI NW OF SH 197 (Lat: 29.350714,  Lng: -94.942492),  Route carried "under" structure: State highway 3,  Year Built: 1968,  Structure Length: 0. m,  Average Daily Traffic: 3,200 (year 2013),  Truck Traffic: 6%,  Features Intersected: SH3/UP/TCT/GH&H RR,  Facility Carried by Structure: SH 146
Minimum Vertical Clearance: 6.61m (21.69ft),  Kilometerpoint: 26.425,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 30.5m (100.1ft)

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Structure Number: 120850005103043,  Location: @INT. OF SH-3 & FM 1764 (Lat: 29.396164,  Lng: -94.986050),  Route carried "under" structure: State highway 3,  Year Built: 1971,  Structure Length: 0. m,  Average Daily Traffic: 5,460 (year 2013),  Truck Traffic: 6%,  Features Intersected: SH 3 / UP RR,  Facility Carried by Structure: FM 1764 EB
Minimum Vertical Clearance: 7.34m (24.08ft),  Kilometerpoint: 19.560,  Lanes on structure: 2,  Lanes under structure: 7,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 24.4m (80.1ft)

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Structure Number: 120850005103054,  Location: @INT. OF SH-3 & FM 1764 (Lat: 29.396339,  Lng: -94.986183),  Route carried "under" structure: State highway 3,  Year Built: 1971,  Structure Length: 0. m,  Average Daily Traffic: 5,460 (year 2013),  Truck Traffic: 6%,  Features Intersected: SH 3 / UP RR,  Facility Carried by Structure: FM 1764 WB
Minimum Vertical Clearance: 7.04m (23.10ft),  Kilometerpoint: 19.560,  Lanes on structure: 2,  Lanes under structure: 7,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 24.4m (80.1ft)

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Structure Number: 120850038906012,  Location: 1.0 MI N OF FM 1764 (Lat: 29.410875,  Lng: -94.958386),  Route carried "under" structure: Spur State highway 197,  Year Built: 2006,  Structure Length: 0. m,  Average Daily Traffic: 17,500 (year 2013),  Truck Traffic: 4%,  Features Intersected: LP 197 & DRAIN DITCH 7B,  Facility Carried by Structure: SH 146 NBML
Minimum Vertical Clearance: 5.33m (17.49ft),  Kilometerpoint: 13.853,  Lanes on structure: 2,  Lanes under structure: 8,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 61.0m (200.1ft)

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Structure Number: 120850038906065,  Location: 1.10 MI N OF FM 1765 (Lat: 29.395331,  Lng: -94.950969),  Route carried "under" structure: State highway 1764,  Year Built: 1971,  Structure Length: 0. m,  Average Daily Traffic: 13,380 (year 2013),  Truck Traffic: 7%,  Features Intersected: FM 1764,  Facility Carried by Structure: SH 146 NB
Minimum Vertical Clearance: 5.39m (17.68ft),  Kilometerpoint: 16.950,  Lanes on structure: 2,  Lanes under structure: 8,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 22.3m (73.2ft)

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Structure Number: 120850038906068,  Location: 0.80 MI SE OF FM 517 (Lat: 29.461533,  Lng: -94.972533),  Route carried "under" structure: State highway 146,  Year Built: 1976,  Structure Length: 0. m,  Truck Traffic: 8%,  Features Intersected: Dickinson Bayou
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 10.588,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 30.5m (100.1ft)

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Structure Number: 120850038906095,  Location: 1.10 MI N OF FM 1765 (Lat: 29.395303,  Lng: -94.951175),  Route carried "under" structure: State highway 1764,  Year Built: 1971,  Structure Length: 0. m,  Average Daily Traffic: 29,650 (year 2013),  Truck Traffic: 4%,  Features Intersected: FM 1764,  Facility Carried by Structure: SH 146 SB
Minimum Vertical Clearance: 5.36m (17.59ft),  Kilometerpoint: 16.927,  Lanes on structure: 2,  Lanes under structure: 8,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 22.3m (73.2ft)

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Structure Number: 120850038906117,  Location: 0.80 MI SE OF FM 517 (Lat: 29.464300,  Lng: -94.974628),  Route carried "under" structure: State highway 146,  Year Built: 2009,  Structure Length: 0. m,  Average Daily Traffic: 9,420 (year 2013),  Truck Traffic: 8%,  Features Intersected: DICKINSON BAYOU
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 10.470,  Lanes on structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 34.4m (112.9ft)

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Structure Number: 120850038906357,  Location: 1.0 MI N OF FM 1764 (Lat: 29.410800,  Lng: -94.958650),  Route carried "under" structure: Spur State highway 197,  Year Built: 2012,  Structure Length: 0. m,  Average Daily Traffic: 6,000 (year 2010),  Features Intersected: LP 197 & DRAIN DITCH 7B,  Facility Carried by Structure: SH 146 SBML
Minimum Vertical Clearance: 5.87m (19.26ft),  Kilometerpoint: 13.853,  Lanes on structure: 2,  Lanes under structure: 8,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 61.0m (200.1ft)

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Structure Number: 120850050004188,  Location: 1.60 MI SE OF FM 517 (Lat: 29.430406,  Lng: -95.060253),  Route carried "under" structure: Interstate 45,  Year Built: 1979,  Structure Length: 0. m,  Average Daily Traffic: 85,530 (year 2013),  Truck Traffic: 4%,  Features Intersected: IH 45,  Facility Carried by Structure: HOLLAND RD
Minimum Vertical Clearance: 5.01m (16.44ft),  Kilometerpoint: 17.563,  Lanes on structure: 2,  Lanes under structure: 8,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 32.9m (107.9ft)

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Structure Number: 120850050004191,  Location: 0.70 MI SE OF FM 517 (Lat: 29.441058,  Lng: -95.070492),  Route carried "under" structure: Interstate 45,  Year Built: 1979,  Structure Length: 0. m,  Average Daily Traffic: 85,530 (year 2013),  Truck Traffic: 4%,  Features Intersected: IH 45,  Facility Carried by Structure: HUGHES ROAD
Minimum Vertical Clearance: 5.49m (18.01ft),  Kilometerpoint: 19.096,  Lanes on structure: 2,  Lanes under structure: 10,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 25.9m (85.0ft)

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Structure Number: 120850160701011,  Location: 0.30 MI W OF SH 146 (Lat: 29.395394,  Lng: -94.955786),  Route carried "under" structure: State highway 1764,  Year Built: 1971,  Structure Length: 0. m,  Average Daily Traffic: 14,820 (year 2018),  Truck Traffic: 4%,  Features Intersected: UP RAILROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 16.414,  Lanes on structure: 3,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 25.9m (85.0ft)

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Structure Number: 120850160701012,  Location: 0.20 MI NE OF IH 45 (Lat: 29.405092,  Lng: -95.031119),  Route carried "under" structure: State highway 2004,  Year Built: 1989,  Structure Length: 0. m,  Average Daily Traffic: 4,690 (year 2013),  Truck Traffic: 6%,  Features Intersected: FM 2004,  Facility Carried by Structure: FM 1764
Minimum Vertical Clearance: 5.26m (17.26ft),  Kilometerpoint: 4.020,  Lanes on structure: 4,  Lanes under structure: 7,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 37.8m (124.0ft)

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Structure Number: 120850160701013,  Location: 0.70 MI SE OF FM 2004 (Lat: 29.401347,  Lng: -95.020181),  Route carried "under" structure: State highway 1764,  Year Built: 1989,  Structure Length: 0. m,  Average Daily Traffic: 22,970 (year 2012),  Truck Traffic: 4%,  Features Intersected: CENTURY BLVD
Minimum Vertical Clearance: 5.11m (16.77ft),  Kilometerpoint: 10.086,  Lanes on structure: 4,  Lanes under structure: 9,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 38.1m (125.0ft)

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Structure Number: 120850160701014,  Location: 1.70 MI SE OF FM 2004 (Lat: 29.397744,  Lng: -95.003486),  Route carried "under" structure: State highway 1764,  Year Built: 1989,  Structure Length: 0. m,  Average Daily Traffic: 30,890 (year 2012),  Truck Traffic: 4%,  Features Intersected: AMBURN RD
Minimum Vertical Clearance: 5.08m (16.67ft),  Kilometerpoint: 11.768,  Lanes on structure: 4,  Lanes under structure: 8,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 36.6m (120.1ft)

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Structure Number: 120850160701017,  Location: 0.30 MI W OF SH 146 (Lat: 29.395211,  Lng: -94.955797),  Route carried "under" structure: State highway 1764,  Year Built: 1971,  Structure Length: 0. m,  Average Daily Traffic: 14,820 (year 2018),  Truck Traffic: 4%,  Features Intersected: UP RAILROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 16.414,  Lanes on structure: 3,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 25.9m (85.0ft)

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Structure Number: 120850160701291,  Location: 1.02 MI E OF SH 3 (Lat: 29.395486,  Lng: -94.969758),  Route carried "under" structure: City street ,  Year Built: 2011,  Structure Length: 0. m,  Average Daily Traffic: 500 (year 2010),  Features Intersected: WILLOW ST,  Facility Carried by Structure: FM 1764
Minimum Vertical Clearance: 5.05m (16.57ft),  Kilometerpoint: 15.102,  Lanes on structure: 4,  Lanes under structure: 6,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 30.8m (101.0ft)