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


  • National Bridge Inventory (NBI) Statistics
  • 36Number of bridges
  • 2,182ft / 665mTotal length
  • $615,000Total costs
  • 192,870Total average daily traffic
  • 17,437Total average daily truck traffic
  • National Bridge Inventory (NBI) Registered Bridges for Freeport
  • No street view available for this location

New bridges in Freeport, TX - historical statistics
  • New bridges - historical statistics
  • 61930-1939
  • 41960-1969
  • 11970-1979
  • 171980-1989
  • 31990-1999
  • 42000-2009
  • 12010-2019
Reconstructed bridges in Freeport, TX - Historical Statistics
  • Reconstructed bridges - Historical Statistics
  • 51950-1959
  • 01960-1969
  • 21970-1979
  • 21980-1989
Average Bridge Daily Traffic in Freeport, TX
Average Bridge Truck Traffic in Freeport, TX
Bridge Condition - Deck
  • Bridge Condition - Deck
  • 11.8%Very good
  • 64.7%Good
  • 17.6%Satisfactory
  • 5.9%Poor
Bridge Condition - Superstructure
  • Bridge Condition - Superstructure
  • 11.8%Very good
  • 70.6%Good
  • 5.9%Satisfactory
  • 5.9%Fair
  • 5.9%Poor
Bridge Condition - Substructure
  • Bridge Condition - Substructure
  • 5.9%Very good
  • 52.9%Good
  • 29.4%Satisfactory
  • 11.8%Fair
Bridge Condition - Channel
  • Bridge Condition - Channel
  • 9.7%Very good
  • 35.5%Good
  • 48.4%Satisfactory
  • 6.5%Fair
Bridge Condition - Culverts
  • Bridge Condition - Culverts
  • 60.0%Good
  • 33.3%Satisfactory
  • 6.7%Fair
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Structure Number: 120200011108056,  Location: 0.05 MI N OF SH 36 (Lat: 28.947086,  Lng: -95.377422),  Route carried "on" structure: State highway 288,  Year Built: 1971,  Year Reconstructed: 1984,  Status: Open,  Structure Length: 2.23m (7.32ft),  Average Daily Traffic: 7,096 (year 2020),  Truck Traffic: 12%,  Average Future Daily Traffic: 13,510 (year 2033),  Design Load: HS 20,  Features Intersected: DRAINAGE DITCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 17.989,  Lanes on structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 21.9m (71.9ft),  Skew: 24 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 6,  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 24 months,  Inspection Date: December 2020
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Structure Number: 120200011108061,  Location: 1.25 MI N OF FM 1459 (Lat: 28.945150,  Lng: -95.370436),  Route carried "on" structure: Ramp State highway 288,  Year Built: 1984,  Status: Open,  Structure Length: 1.65m (5.41ft),  Average Daily Traffic: 9,650 (year 2013),  Truck Traffic: 12%,  Average Future Daily Traffic: 13,510 (year 2033),  Design Load: HS 20,  Features Intersected: DRAINAGE DITCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 18.731,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Skew: 2 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 6,  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: December 2020
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Structure Number: 120200011108062,  Location: 1.25 MI N OF FM 1459 (Lat: 28.944875,  Lng: -95.369764),  Route carried "on" structure: State highway 288,  Year Built: 1984,  Status: Open,  Structure Length: 2.23m (7.32ft),  Average Daily Traffic: 5,432 (year 2020),  Truck Traffic: 12%,  Average Future Daily Traffic: 13,510 (year 2033),  Design Load: HS 20,  Features Intersected: DRAINAGE DITCH,  Facility Carried by Structure: SH 36 NB EXIT RMP
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 18.828,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 10.1m (33.1ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 2.4m (7.9ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 39.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 23.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: December 2020
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Structure Number: 120200018806013,  Location: 6.25 MI E OF FM 2004 (Lat: 28.968100,  Lng: -95.416467),  Route carried "on" structure: State highway 36,  Year Built: 1931,  Year Reconstructed: 1958,  Status: Open,  Structure Length: 1.19m (3.90ft),  Average Daily Traffic: 5,018 (year 2020),  Truck Traffic: 11%,  Average Future Daily Traffic: 6,310 (year 2033),  Features Intersected: BRAZOS RIVER RELIEF
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 54.676,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 1.8m (5.9ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 15.6m (51.2ft)

Condition: Channel: Good,  Culverts: Satisfactory,  Operating Rating: 39.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 23.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: 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: November 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 120200018806014,  Location: 6.60 MI E OF FM 2004 (Lat: 28.966700,  Lng: -95.410417),  Route carried "on" structure: State highway 36,  Year Built: 1931,  Year Reconstructed: 1984,  Status: Open,  Structure Length: 1.19m (3.90ft),  Average Daily Traffic: 5,018 (year 2020),  Truck Traffic: 10%,  Average Future Daily Traffic: 7,030 (year 2033),  Features Intersected: BRAZOS RIVER RELIEF
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 55.239,  Lanes on structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 20.1m (65.9ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 1.8m (5.9ft)

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: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020
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Structure Number: 120200018806031,  Location: 6.95 MI E OF FM 2004 (Lat: 28.966847,  Lng: -95.410394),  Route carried "on" structure: State highway 36,  Year Built: 1984,  Status: Open,  Structure Length: 1.37m (4.49ft),  Average Daily Traffic: 5,432 (year 2020),  Truck Traffic: 10%,  Average Future Daily Traffic: 7,030 (year 2033),  Features Intersected: BRAZOS RIVER RELIEF
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 55.802,  Lanes on structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 21.9m (71.9ft),  Skew: 20 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 2.1m (6.9ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 39.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 23.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: December 2020
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Structure Number: 120200018806032,  Location: 7.35 MI E OF FM 2004 (Lat: 28.964514,  Lng: -95.405222),  Route carried "on" structure: State highway 36,  Year Built: 1984,  Status: Open,  Structure Length: 1.55m (5.09ft),  Average Daily Traffic: 5,432 (year 2020),  Truck Traffic: 10%,  Average Future Daily Traffic: 7,030 (year 2033),  Design Load: HS 20,  Features Intersected: BRAZOS RIVER RELIEF
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 56.411,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 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: December 2020
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Structure Number: 120200018806033,  Location: 7.70 MI E OF FM 2004 (Lat: 28.960619,  Lng: -95.400825),  Route carried "on" structure: State highway 36,  Year Built: 1984,  Status: Open,  Structure Length: 1.55m (5.09ft),  Average Daily Traffic: 5,432 (year 2020),  Truck Traffic: 10%,  Average Future Daily Traffic: 7,030 (year 2033),  Design Load: HS 20,  Features Intersected: BRAZOS RIVER RELIEF
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 56.977,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 2.4m (7.9ft)

Condition: Channel: Very good,  Culverts: Good,  Operating Rating: 39.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 23.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: December 2020
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Structure Number: 120200018806034,  Location: 8.30 MI E OF FM 2004 (Lat: 28.956897,  Lng: -95.396839),  Route carried "on" structure: State highway 36,  Year Built: 1984,  Status: Open,  Structure Length: 1.28m (4.20ft),  Average Daily Traffic: 5,432 (year 2020),  Truck Traffic: 10%,  Average Future Daily Traffic: 7,030 (year 2033),  Design Load: HS 20,  Features Intersected: BRAZOS RIVER RELIEF/DRAW
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 57.994,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  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: 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: December 2020
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Structure Number: 120200018806035,  Location: 8.60 MI E OF FM 2004 (Lat: 28.950308,  Lng: -95.389661),  Route carried "on" structure: State highway 36,  Year Built: 1984,  Status: Open,  Structure Length: 1.28m (4.20ft),  Average Daily Traffic: 5,432 (year 2020),  Truck Traffic: 10%,  Average Future Daily Traffic: 7,030 (year 2033),  Design Load: HS 20,  Features Intersected: DRAINAGE DITCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 58.485,  Lanes on structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 36.0m (118.1ft),  Skew: 21 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  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: 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: December 2020
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Structure Number: 120200018806036,  Location: 8.65 MI E OF FM 2004 (Lat: 28.945617,  Lng: -95.375414),  Route carried "on" structure: State highway 36,  Year Built: 1984,  Status: Open,  Structure Length: 99.64m (326.90ft),  Average Daily Traffic: 2,751 (year 2020),  Truck Traffic: 10%,  Average Future Daily Traffic: 3,510 (year 2033),  Design Load: HS 20,  Features Intersected: BRAZOS RIVER & SH 288
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 58.522,  Lanes on structure: 2,  Lanes under structure: 10,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 9 degrees,  Navigation Control: Yes ( Vertical Clearance: 15.2m (49.9ft), Horizontal Clearance: 30.5m (100.1ft)),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Number Of Approach Spans: 35,  Length of Maximum Span: 42.7m (140.1ft),  Curb-To-Curb Width: 12.0m (39.4ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Fair,  Channel: Fair,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Better than present minimum criteria,  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,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  Underwater Inspection Date: August 2019,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 120200018806037,  Location: 8.65 MI E OF FM 2004 (Lat: 28.947950,  Lng: -95.384800),  Route carried "on" structure: State highway 36,  Year Built: 1984,  Status: Open,  Structure Length: 99.64m (326.90ft),  Average Daily Traffic: 2,681 (year 2020),  Truck Traffic: 10%,  Average Future Daily Traffic: 3,510 (year 2033),  Design Load: HS 20,  Features Intersected: BRAZOS RIVER & SH 288
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 58.522,  Lanes on structure: 2,  Lanes under structure: 10,  Owner: State Highway Agency,  Approaching Roadway Width: 11.3m (37.1ft),  Skew: 9 degrees,  Navigation Control: Yes ( Vertical Clearance: 15.2m (49.9ft), Horizontal Clearance: 30.5m (100.1ft)),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Number Of Approach Spans: 35,  Length of Maximum Span: 42.7m (140.1ft),  Curb-To-Curb Width: 12.0m (39.4ft),  Out-to-Out Width: 12.9m (42.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Fair,  Channel: Fair,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Better than present minimum criteria,  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,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  Underwater Inspection Date: August 2019,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 120200058601009,  Location: 0.50 MI E OF SH 288 BUS (Lat: 29.001550,  Lng: -95.378058),  Route carried "on" structure: State highway 332,  Year Built: 1986,  Status: Open,  Structure Length: 38.16m (125.20ft),  Average Daily Traffic: 8,200 (year 2013),  Truck Traffic: 11%,  Average Future Daily Traffic: 11,480 (year 2033),  Design Load: HS 20,  Features Intersected: UP RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 23.167,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Number Of Approach Spans: 11,  Length of Maximum Span: 35.4m (116.1ft),  Curb-To-Curb Width: 12.4m (40.7ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 120200058601011,  Location: 1.05 MI W OF FM 523 (Lat: 28.988625,  Lng: -95.351231),  Route carried "on" structure: State highway 332,  Year Built: 1988,  Status: Open,  Structure Length: 4.57m (14.99ft),  Average Daily Traffic: 16,400 (year 2013),  Truck Traffic: 11%,  Average Future Daily Traffic: 22,960 (year 2033),  Design Load: HS 20,  Features Intersected: VELASCO DRAINAGE CANAL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 26.454,  Lanes on structure: 5,  Owner: State Highway Agency,  Approaching Roadway Width: 25.0m (82.0ft),  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: 15.2m (49.9ft),  Curb-To-Curb Width: 25.0m (82.0ft),  Out-to-Out Width: 25.8m (84.6ft)

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: 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,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: November 2020,  Underwater Inspection Date: January 2019,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 120200058601012,  Location: 4 MI. E JCT FM523 & SH332 (Lat: 28.959028,  Lng: -95.296317),  Route carried "on" structure: Ramp State highway 332,  Year Built: 1998,  Status: Open,  Structure Length: 19.87m (65.19ft),  Average Daily Traffic: 5,520 (year 2013),  Truck Traffic: 16%,  Average Future Daily Traffic: 7,730 (year 2033),  Design Load: HS 20,  Features Intersected: DITCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 33.534,  Lanes on structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 13,  Length of Maximum Span: 15.9m (52.2ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 7.9m (25.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 19.87m (65.19ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Bridge Improvement Cost: $31,000,  Roadway Improvement Cost: $8,000,  Total Project Cost: $39,000,  Deck Structure Type: Concrete Precast Panels
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Structure Number: 120200058601013,  Location: 4 MI. E JCT FM523 & SH332 (Lat: 28.959764,  Lng: -95.297964),  Route carried "on" structure: State highway 332,  Year Built: 1998,  Status: Open,  Structure Length: 125.06m (410.30ft),  Average Daily Traffic: 7,908 (year 2020),  Truck Traffic: 16%,  Average Future Daily Traffic: 7,730 (year 2033),  Design Load: HS 20,  Features Intersected: INTRACOASTAL CANAL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 33.545,  Lanes on structure: 2,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Navigation Control: Yes ( Vertical Clearance: 22.3m (73.2ft), Horizontal Clearance: 60.4m (198.2ft)),  Material/Design: Prestressed concrete continuous,  Design/Construction: Segmental Box Girder,  Number Of Spans In Main Unit: 3,  Number Of Approach Spans: 23,  Length of Maximum Span: 106.7m (350.1ft),  Curb-To-Curb Width: 14.6m (47.9ft),  Out-to-Out Width: 15.5m (50.9ft)

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: Superior to present desirable criteria,  Underclear: Superior to present desirable criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 125.06m (410.30ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 120200058701003,  Location: 0.90 MI N OF SH 288 (Lat: 28.954522,  Lng: -95.342697),  Route carried "on" structure: State highway 1495,  Year Built: 1967,  Status: Open,  Structure Length: 55.47m (181.99ft),  Average Daily Traffic: 4,793 (year 2020),  Truck Traffic: 8%,  Average Future Daily Traffic: 6,100 (year 2033),  Design Load: H 20,  Features Intersected: OLD BRAZOS RIV/E 2ND/RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.368,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Number Of Approach Spans: 16,  Length of Maximum Span: 54.9m (180.1ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 10.8m (35.4ft)

Condition: Deck: Poor,  Superstructure: Poor,  Substructure: Satisfactory,  Channel: Very good,  Operating Rating: 68.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 33.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Meets minimum limits,  Underclear: Better than present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 55.47m (181.99ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: December 2020,  Underwater Inspection Date: May 2020,  Bridge Improvement Cost: $109,000,  Roadway Improvement Cost: $27,000,  Total Project Cost: $136,000,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 120200058701004,  Location: 1.25 MILE S OF SH 288 (Lat: 28.928406,  Lng: -95.345017),  Route carried "on" structure: State highway 1495,  Year Built: 2003,  Status: Open,  Structure Length: 16.79m (55.09ft),  Average Daily Traffic: 99 (year 2015),  Truck Traffic: 8%,  Average Future Daily Traffic: 150 (year 2035),  Design Load: HS 20,  Features Intersected: DITCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.224,  Lanes on structure: 2,  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: 7,  Length of Maximum Span: 24.1m (79.1ft),  Curb-To-Curb Width: 8.4m (27.6ft),  Out-to-Out Width: 9.3m (30.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: 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: November 2020,  Deck Structure Type: Concrete Precast Panels
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Structure Number: 120200058701005,  Location: 1.25 MILE S OF SH 288 (Lat: 28.927097,  Lng: -95.344514),  Route carried "on" structure: State highway 1495,  Year Built: 2003,  Status: Open,  Structure Length: 122.38m (401.51ft),  Average Daily Traffic: 3,120 (year 2020),  Truck Traffic: 8%,  Average Future Daily Traffic: 3,850 (year 2028),  Design Load: HS 20,  Features Intersected: GULF-INTRACOASTAL WTRWAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.224,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Navigation Control: Yes ( Vertical Clearance: 22.3m (73.2ft), Horizontal Clearance: 38.1m (125.0ft)),  Material/Design: Prestressed concrete continuous,  Design/Construction: Segmental Box Girder,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 25,  Length of Maximum Span: 106.7m (350.1ft),  Curb-To-Curb Width: 9.6m (31.5ft),  Out-to-Out Width: 10.5m (34.4ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Very good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 120200100301012,  Location: 1.00 MI S OF SH 332 (Lat: 28.970986,  Lng: -95.347419),  Route carried "on" structure: State highway 523,  Year Built: 1965,  Year Reconstructed: 1992,  Status: Open,  Structure Length: 10.39m (34.09ft),  Average Daily Traffic: 11,980 (year 2013),  Truck Traffic: 4%,  Average Future Daily Traffic: 16,770 (year 2033),  Design Load: H 20,  Features Intersected: DOW BARGE CANAL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 41.861,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Navigation Control: Yes ( Vertical Clearance: 4.9m (16.1ft), Horizontal Clearance: 22.6m (74.1ft)),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 5,  Length of Maximum Span: 30.5m (100.1ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 14.3m (46.9ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Channel: 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: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 10.39m (34.09ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: December 2020,  Underwater Inspection Date: August 2017,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 120200100301013,  Location: 1.10 MI S OF SH 332 (Lat: 28.969206,  Lng: -95.348906),  Route carried "on" structure: State highway 523,  Year Built: 1965,  Year Reconstructed: 1992,  Status: Open,  Structure Length: 4.88m (16.01ft),  Average Daily Traffic: 11,980 (year 2013),  Truck Traffic: 4%,  Average Future Daily Traffic: 16,770 (year 2033),  Design Load: H 20,  Features Intersected: DOW WASTE WATER CANAL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 42.054,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Material/Design: Concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 12.2m (40.0ft),  Curb-To-Curb Width: 13.7m (44.9ft),  Out-to-Out Width: 14.4m (47.2ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 53.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 31.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 5.79m (19.00ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: December 2020,  Underwater Inspection Date: January 2019,  Bridge Improvement Cost: $294,000,  Roadway Improvement Cost: $74,000,  Total Project Cost: $368,000,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 120200100301014,  Location: 0.15 MI S OF SH 332 (Lat: 28.979931,  Lng: -95.338442),  Route carried "on" structure: State highway 523,  Year Built: 1980,  Status: Open,  Structure Length: 4.57m (14.99ft),  Average Daily Traffic: 11,426 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 16,770 (year 2033),  Design Load: HS 20,  Features Intersected: EAST UNION BAYOU
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 40.531,  Lanes on structure: 3,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 15.2m (49.9ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 13.7m (44.9ft)

Condition: Deck: Very good,  Superstructure: 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: Meets minimum limits,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: December 2020,  Underwater Inspection Date: January 2017,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 120200AA1054002,  Location: 0.55 MI N OF SH 332 (Lat: 29.005989,  Lng: -95.371981),  Route carried "on" structure: County highway ,  Year Built: 1983,  Status: Open,  Structure Length: 1.07m (3.51ft),  Average Daily Traffic: 1,188 (year 2020),  Truck Traffic: 2%,  Average Future Daily Traffic: 1,500 (year 2032),  Features Intersected: DRAINAGE DITCH,  Facility Carried by Structure: CR 227A
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.161,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.0m (23.0ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.4m (7.9ft)

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,  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: 120200AA1097001,  Location: 0.15 MI E OF SH 36 (Lat: 28.965500,  Lng: -95.404839),  Route carried "on" structure: County highway ,  Year Built: 1931,  Year Reconstructed: 1958,  Status: Open,  Structure Length: 1.25m (4.10ft),  Average Daily Traffic: 760 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 1,000 (year 2032),  Features Intersected: BRAZOS RIVER REL,  Facility Carried by Structure: OLD SH 36
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.756,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 1.8m (5.9ft)

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,  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: 120200AA1097002,  Location: 0.60 MI E OF SH 36 (Lat: 28.964169,  Lng: -95.399100),  Route carried "on" structure: County highway ,  Year Built: 1931,  Year Reconstructed: 1958,  Status: Posted for load,  Structure Length: 1.25m (4.10ft),  Average Daily Traffic: 760 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 1,000 (year 2032),  Features Intersected: BRAZOS RIVER REL,  Facility Carried by Structure: OLD SH 36
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.320,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 1.8m (5.9ft)

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,  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: 120200AA1097003,  Location: 0.95 MI E OF SH 36 (Lat: 28.962850,  Lng: -95.393411),  Route carried "on" structure: County highway 1097,  Year Built: 1931,  Year Reconstructed: 1958,  Status: Open,  Structure Length: 1.25m (4.10ft),  Average Daily Traffic: 250 (year 2012),  Average Future Daily Traffic: 300 (year 2032),  Features Intersected: BRAZOS RIVER REL,  Facility Carried by Structure: OLD SH 36
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.963,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 1.8m (5.9ft)

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,  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: 120200AA1097004,  Location: 1.30 MI E OF SH 36 (Lat: 28.961461,  Lng: -95.387461),  Route carried "on" structure: County highway ,  Year Built: 2011,  Status: Open,  Structure Length: 1.52m (4.99ft),  Average Daily Traffic: 250 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 300 (year 2032),  Features Intersected: BRAZOS RIVER REL,  Facility Carried by Structure: OLD SH 36
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.556,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Prestressed concrete,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 15.2m (49.9ft),  Curb-To-Curb Width: 7.2m (23.6ft),  Out-to-Out Width: 7.9m (25.9ft)

Condition: Deck: Good,  Superstructure: Very 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: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Deck Structure Type: Concrete Precast Panels
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Structure Number: 120200AA1097005,  Location: 1.65 MI E OF SH 36 (Lat: 28.960089,  Lng: -95.382200),  Route carried "on" structure: County highway ,  Year Built: 1931,  Year Reconstructed: 1958,  Status: Open,  Structure Length: 1.22m (4.00ft),  Average Daily Traffic: 250 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 300 (year 2032),  Features Intersected: BRAZOS RIVER REL,  Facility Carried by Structure: OLD SH 36
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.093,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 1.8m (5.9ft)

Condition: Channel: Satisfactory,  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: 120200C00090001,  Location: 0.05 MI N OF SH 36 (Lat: 28.939828,  Lng: -95.351256),  Route carried "on" structure: City street ,  Year Built: 1980,  Status: Open,  Structure Length: 1.59m (5.22ft),  Average Daily Traffic: 2,190 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 3,000 (year 2032),  Features Intersected: DRAINAGE DITCH,  Facility Carried by Structure: CHERRY ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.448,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  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 or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 11.0m (36.1ft)

Condition: Deck: Very good,  Superstructure: Very 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: High priority of corrective action,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.26m (7.41ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 120200C00490001,  Location: 0.05 MI N OF SH 36 (Lat: 28.943161,  Lng: -95.363625),  Route carried "on" structure: City street ,  Year Built: 1982,  Status: Open,  Structure Length: 1.95m (6.40ft),  Average Daily Traffic: 4,000 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 5,000 (year 2032),  Features Intersected: DRAINAGE DITCH,  Facility Carried by Structure: VELASCO BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.161,  Lanes on structure: 4,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 18.3m (60.0ft),  Curb-To-Curb Width: 14.8m (48.6ft),  Out-to-Out Width: 15.9m (52.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 32.7 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 24.5 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to 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,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 120200C00490002,  Location: 0.95 MI N OF SH 36/288 (Lat: 28.956100,  Lng: -95.358808),  Route carried "on" structure: City street ,  Year Built: 2003,  Status: Open,  Structure Length: 18.23m (59.81ft),  Average Daily Traffic: 4,000 (year 2012),  Truck Traffic: 5%,  Average Future Daily Traffic: 6,000 (year 2032),  Design Load: HS 20,  Features Intersected: OLD BRAZOS RIVER,  Facility Carried by Structure: VELASCO BLVD SB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.092,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Navigation Control: Yes ( Vertical Clearance: 6.1m (20.0ft), Horizontal Clearance: 18.9m (62.0ft)),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 9,  Length of Maximum Span: 22.9m (75.1ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 0.0m,  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 10.1m (33.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 18.23m (59.81ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: December 2021,  Underwater Inspection Date: January 2018,  Bridge Improvement Cost: $29,000,  Roadway Improvement Cost: $7,000,  Total Project Cost: $36,000,  Deck Structure Type: Concrete Precast Panels
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Structure Number: 120200C00490003,  Location: 0.95 MI N OF SH 36/288 (Lat: 28.954642,  Lng: -95.359583),  Route carried "on" structure: City street ,  Year Built: 2003,  Status: Open,  Structure Length: 18.23m (59.81ft),  Average Daily Traffic: 4,000 (year 2012),  Average Future Daily Traffic: 6,000 (year 2032),  Design Load: HS 20,  Features Intersected: OLD BRAZOS RIVER,  Facility Carried by Structure: VELASCO BLVD NB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.092,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Navigation Control: Yes ( Vertical Clearance: 6.1m (20.0ft), Horizontal Clearance: 18.9m (62.0ft)),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 9,  Length of Maximum Span: 22.9m (75.1ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 10.1m (33.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 18.23m (59.81ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: December 2021,  Underwater Inspection Date: January 2018,  Bridge Improvement Cost: $29,000,  Roadway Improvement Cost: $7,000,  Total Project Cost: $36,000,  Deck Structure Type: Concrete Precast Panels
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Structure Number: 120200018806036,  Location: 8.65 MI E OF FM 2004 (Lat: 28.945814,  Lng: -95.376278),  Route carried "under" structure: Ramp State highway 288,  Year Built: 1984,  Structure Length: 0. m,  Average Daily Traffic: 9,650 (year 2013),  Truck Traffic: 12%,  Features Intersected: BRAZOS RIVER & SH 288,  Facility Carried by Structure: SH 36 WB
Minimum Vertical Clearance: 8.28m (27.17ft),  Kilometerpoint: 18.128,  Lanes on structure: 2,  Lanes under structure: 10,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 42.7m (140.1ft)

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Structure Number: 120200018806037,  Location: 8.65 MI E OF FM 2004 (Lat: 28.945650,  Lng: -95.376108),  Route carried "under" structure: Ramp State highway 288,  Year Built: 1984,  Structure Length: 0. m,  Average Daily Traffic: 9,650 (year 2013),  Truck Traffic: 12%,  Features Intersected: BRAZOS RIVER & SH 288,  Facility Carried by Structure: SH 36 EB
Minimum Vertical Clearance: 7.37m (24.18ft),  Kilometerpoint: 18.163,  Lanes on structure: 2,  Lanes under structure: 10,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 42.7m (140.1ft)

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Structure Number: 120200058601013,  Location: 4 MI. E JCT FM523 & SH332 (Lat: 28.959764,  Lng: -95.297964),  Route carried "under" structure: City street ,  Year Built: 1998,  Structure Length: 0. m,  Average Daily Traffic: 5,290 (year 2015),  Truck Traffic: 2%,  Features Intersected: INTRACOASTAL CANAL,  Facility Carried by Structure: SH 332
Minimum Vertical Clearance: 15.24m (50.00ft),  Kilometerpoint: 0.000,  Material/Design: Prestressed concrete continuous,  Design/Construction: Segmental Box Girder,  Length of Maximum Span: 106.7m (350.1ft)

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Structure Number: 120200058701003,  Location: 0.90 MI N OF SH 288 (Lat: 28.949917,  Lng: -95.344253),  Route carried "under" structure: City street ,  Year Built: 1967,  Structure Length: 0. m,  Average Daily Traffic: 4,400 (year 2015),  Truck Traffic: 19%,  Features Intersected: OLD BRAZOS RIV/E 2ND/RR,  Facility Carried by Structure: FM 1495
Minimum Vertical Clearance: 6.04m (19.82ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 54.9m (180.1ft)

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