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


  • National Bridge Inventory (NBI) Statistics
  • 202Number of bridges
  • 5,177ft / 1,578mTotal length
  • $1,153,000Total costs
  • 4,634,990Total average daily traffic
  • 504,720Total average daily truck traffic
  • National Bridge Inventory (NBI) Registered Bridges for Conroe
  • No street view available for this location

New bridges in Conroe, TX - historical statistics
  • New bridges - historical statistics
  • 31920-1929
  • 31930-1939
  • 41940-1949
  • 21950-1959
  • 61960-1969
  • 281970-1979
  • 401980-1989
  • 231990-1999
  • 302000-2009
  • 582010-2019
  • 52020-2022
Reconstructed bridges in Conroe, TX - Historical Statistics
  • Reconstructed bridges - Historical Statistics
  • 11930-1939
  • 01940-1949
  • 21950-1959
  • 11960-1969
  • 11970-1979
  • 81980-1989
  • 21990-1999
  • 72000-2009
  • 02010-2019
  • 22020-2022
Average Bridge Daily Traffic in Conroe, TX
Average Bridge Truck Traffic in Conroe, TX
Bridge Condition - Deck
  • Bridge Condition - Deck
  • 11.7%Very good
  • 75.7%Good
  • 10.8%Satisfactory
  • 1.8%Fair
Bridge Condition - Superstructure
  • Bridge Condition - Superstructure
  • 39.6%Very good
  • 42.3%Good
  • 15.3%Satisfactory
  • 2.7%Fair
Bridge Condition - Substructure
  • Bridge Condition - Substructure
  • 18.9%Excellent
  • 58.6%Very good
  • 18.0%Good
  • 2.7%Satisfactory
  • 1.8%Fair
  • 0.9%Poor
Bridge Condition - Channel
  • Bridge Condition - Channel
  • 7.1%Very good
  • 37.1%Good
  • 47.9%Satisfactory
  • 7.9%Fair
Bridge Condition - Culverts
  • Bridge Condition - Culverts
  • 1.6%Very good
  • 63.5%Good
  • 33.3%Satisfactory
  • 1.6%Fair
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Structure Number: 121700011003006,  Location: 0.45 MI S OF FM 830 (Lat: 30.383939,  Lng: -95.478214),  Route carried "on" structure: State highway 75,  Year Built: 1926,  Year Reconstructed: 1936,  Status: Open,  Structure Length: 1.68m (5.51ft),  Average Daily Traffic: 8,006 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 16,540 (year 2033),  Features Intersected: STEWARTS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.210,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 2.4m (7.9ft),  Curb-To-Curb Width: 16.5m (54.1ft),  Out-to-Out Width: 17.5m (57.4ft)

Condition: Channel: Good,  Culverts: Satisfactory,  Operating Rating: 39.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 23.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: 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: October 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 121700011003007,  Location: 0.15 MI N OF FM 3083 (Lat: 30.351953,  Lng: -95.472108),  Route carried "on" structure: State highway 75,  Year Built: 1926,  Year Reconstructed: 1987,  Status: Open,  Structure Length: 0.82m (2.69ft),  Average Daily Traffic: 11,507 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 18,900 (year 2033),  Design Load: H 15,  Features Intersected: CRYSTAL CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.854,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Skew: 9 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 1.8m (5.9ft)

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: October 2020
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Structure Number: 121700011003008,  Location: 1.10 MI S OF LP 336 (Lat: 30.320289,  Lng: -95.464436),  Route carried "on" structure: State highway 75,  Year Built: 1926,  Year Reconstructed: 1958,  Status: Open,  Structure Length: 1.71m (5.61ft),  Average Daily Traffic: 14,915 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 19,960 (year 2033),  Features Intersected: LAKE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 13.477,  Lanes on structure: 5,  Owner: State Highway Agency,  Approaching Roadway Width: 19.5m (64.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 8,  Length of Maximum Span: 1.8m (5.9ft),  Curb or Sidewalk Widths: Left: 3.0m (9.8ft),  Right: 3.0m (9.8ft),  Curb-To-Curb Width: 19.6m (64.3ft),  Out-to-Out Width: 26.3m (86.3ft)

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,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 121700011003034,  Location: 0.4 MI N OF FM 830 (Lat: 30.397022,  Lng: -95.474089),  Route carried "on" structure: State highway 75,  Year Built: 1941,  Status: Open,  Structure Length: 0.94m (3.08ft),  Average Daily Traffic: 9,237 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 16,540 (year 2033),  Design Load: H 15,  Features Intersected: E FORK CRYSTAL CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.722,  Lanes on structure: 2,  Owner: State 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: 2.1m (6.9ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 14.2m (46.6ft)

Condition: Channel: Satisfactory,  Culverts: Fair,  Operating Rating: 39.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 23.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 121700011004134,  Location: 2.1 MI S OF FM 1488 (Lat: 30.207161,  Lng: -95.456111),  Route carried "on" structure: Interstate 45,  Year Built: 1991,  Status: Open,  Structure Length: 10.67m (35.01ft),  Average Daily Traffic: 89,494 (year 2017),  Truck Traffic: 8%,  Average Future Daily Traffic: 110,840 (year 2033),  Features Intersected: SH 242
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 10.926,  Lanes on structure: 4,  Lanes under structure: 10,  Owner: State Highway Agency,  Approaching Roadway Width: 21.3m (69.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 27.4m (89.9ft),  Curb-To-Curb Width: 21.3m (69.9ft),  Out-to-Out Width: 22.2m (72.8ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Good,  Operating Rating: 68.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.7 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: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 12170001100414,  Location: 2.00 MI N OF SH 242 (Lat: 30.236617,  Lng: -95.458789),  Route carried "on" structure: State highway 1488,  Year Built: 1994,  Status: Open,  Structure Length: 14.26m (46.78ft),  Average Daily Traffic: 40,520 (year 2013),  Truck Traffic: 9%,  Average Future Daily Traffic: 56,730 (year 2033),  Design Load: HS 20,  Features Intersected: IH 45
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 37.556,  Lanes on structure: 4,  Lanes under structure: 16,  Owner: State Highway Agency,  Approaching Roadway Width: 21.9m (71.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 35.7m (117.1ft),  Curb-To-Curb Width: 21.9m (71.9ft),  Out-to-Out Width: 22.8m (74.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: 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: Superior to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Deck Structure Type: Concrete Precast Panels
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Structure Number: 121700011004165,  Location: 0.90 MI N OF FM 1488 (Lat: 30.249558,  Lng: -95.457331),  Route carried "on" structure: ServiceInterstate 45,  Year Built: 1997,  Status: Open,  Structure Length: 20.33m (66.70ft),  Average Daily Traffic: 2,540 (year 2013),  Truck Traffic: 8%,  Average Future Daily Traffic: 3,560 (year 2033),  Design Load: HS 20,  Features Intersected: W FK SAN JAC RI N REL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 15.722,  Lanes on structure: 3,  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: 11,  Length of Maximum Span: 18.6m (61.0ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 20.33m (66.70ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Bridge Improvement Cost: $53,000,  Roadway Improvement Cost: $13,000,  Total Project Cost: $66,000,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 121700011004166,  Location: 0.65 MI N OF FM 1488 (Lat: 30.245994,  Lng: -95.457722),  Route carried "on" structure: ServiceInterstate 45,  Year Built: 1997,  Status: Open,  Structure Length: 33.53m (110.01ft),  Average Daily Traffic: 2,778 (year 2018),  Truck Traffic: 8%,  Average Future Daily Traffic: 3,560 (year 2033),  Design Load: HS 20,  Features Intersected: W FK SAN JACINTO RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 14.981,  Lanes on structure: 3,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Number Of Approach Spans: 11,  Length of Maximum Span: 49.7m (163.1ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Fair,  Operating Rating: 65.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 38.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 121700011004167,  Location: 0.20 MI N OF FM 1488 (Lat: 30.239461,  Lng: -95.459033),  Route carried "on" structure: ServiceInterstate 45,  Year Built: 1997,  Status: Open,  Structure Length: 7.41m (24.31ft),  Average Daily Traffic: 2,540 (year 2013),  Truck Traffic: 8%,  Average Future Daily Traffic: 3,560 (year 2033),  Design Load: HS 20,  Features Intersected: W FK SAN JACINTO S REL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 14.510,  Lanes on structure: 3,  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: 4,  Length of Maximum Span: 18.3m (60.0ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  Channel: Very good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 7.41m (24.31ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Bridge Improvement Cost: $19,000,  Roadway Improvement Cost: $5,000,  Total Project Cost: $24,000,  Deck Structure Type: Concrete Precast Panels
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Structure Number: 121700011004168,  Location: 0.90 MI N OF FM 1488 (Lat: 30.251242,  Lng: -95.456475),  Route carried "on" structure: ServiceInterstate 45,  Year Built: 1997,  Status: Open,  Structure Length: 20.33m (66.70ft),  Average Daily Traffic: 3,990 (year 2013),  Truck Traffic: 8%,  Average Future Daily Traffic: 5,590 (year 2033),  Design Load: HS 20,  Features Intersected: W FK SAN JAC RI N REL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 15.702,  Lanes on structure: 3,  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: 11,  Length of Maximum Span: 18.6m (61.0ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Good,  Superstructure: Very 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: Meets minimum limits,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 20.33m (66.70ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Bridge Improvement Cost: $53,000,  Roadway Improvement Cost: $13,000,  Total Project Cost: $66,000,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 121700011004169,  Location: 0.65 MI N OF FM 1488 (Lat: 30.242881,  Lng: -95.457428),  Route carried "on" structure: ServiceInterstate 45,  Year Built: 1997,  Status: Open,  Structure Length: 33.53m (110.01ft),  Average Daily Traffic: 3,836 (year 2018),  Truck Traffic: 9%,  Average Future Daily Traffic: 5,590 (year 2033),  Design Load: HS 20,  Features Intersected: W FK SAN JACINTO RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 14.981,  Lanes on structure: 3,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Number Of Approach Spans: 11,  Length of Maximum Span: 47.2m (154.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 65.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 38.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 34.08m (111.81ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Bridge Improvement Cost: $89,000,  Roadway Improvement Cost: $22,000,  Total Project Cost: $111,000,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 12170001100417,  Location: 0.20 MI N OF FM 1488 (Lat: 30.239394,  Lng: -95.457953),  Route carried "on" structure: ServiceInterstate 45,  Year Built: 1997,  Status: Open,  Structure Length: 7.41m (24.31ft),  Average Daily Traffic: 3,990 (year 2013),  Truck Traffic: 8%,  Average Future Daily Traffic: 5,590 (year 2033),  Design Load: HS 20,  Features Intersected: W FK SAN JACINTO S REL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 14.510,  Lanes on structure: 3,  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: 4,  Length of Maximum Span: 18.3m (60.0ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  Channel: Very good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 7.41m (24.31ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Bridge Improvement Cost: $19,000,  Roadway Improvement Cost: $5,000,  Total Project Cost: $24,000,  Deck Structure Type: Concrete Precast Panels
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Structure Number: 121700011004171,  Location: 0.20 MI S OF SH 242 (Lat: 30.204731,  Lng: -95.455967),  Route carried "on" structure: Interstate 45,  Year Built: 1990,  Status: Open,  Structure Length: 1.49m (4.89ft),  Average Daily Traffic: 163,343 (year 2020),  Truck Traffic: 8%,  Average Future Daily Traffic: 221,690 (year 2033),  Design Load: HS 20,  Features Intersected: HARPERS HORSEPEN BR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 10.610,  Lanes on structure: 16,  Owner: State Highway Agency,  Approaching Roadway Width: 71.9m (235.9ft),  Skew: 30 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 2.4m (7.9ft)

Condition: Channel: Good,  Culverts: 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: August 2020
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Structure Number: 121700011004183,  Location: 1.35 MI N OF FM 1488 (Lat: 30.255833,  Lng: -95.456617),  Route carried "on" structure: Interstate 45,  Year Built: 2007,  Status: Open,  Structure Length: 6.40m (21.00ft),  Average Daily Traffic: 156,512 (year 2020),  Truck Traffic: 8%,  Average Future Daily Traffic: 194,350 (year 2033),  Design Load: HS 20,  Features Intersected: RIVER PLANTATION DR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 16.388,  Lanes on structure: 9,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 49.4m (162.1ft),  Skew: 30 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 2,  Length of Maximum Span: 30.5m (100.1ft),  Curb-To-Curb Width: 53.2m (174.5ft),  Out-to-Out Width: 54.8m (179.8ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 121700011004184,  Location: 0.90 MI N OF FM 1488 (Lat: 30.249500,  Lng: -95.456664),  Route carried "on" structure: Interstate 45,  Year Built: 2007,  Status: Open,  Structure Length: 21.09m (69.19ft),  Average Daily Traffic: 156,512 (year 2020),  Truck Traffic: 8%,  Average Future Daily Traffic: 194,350 (year 2033),  Design Load: HS 20,  Features Intersected: W FK SAN JAC RI N REL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 15.704,  Lanes on structure: 10,  Owner: State Highway Agency,  Approaching Roadway Width: 49.4m (162.1ft),  Skew: 39 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 10,  Number Of Approach Spans: 2,  Length of Maximum Span: 18.6m (61.0ft),  Curb-To-Curb Width: 49.6m (162.7ft),  Out-to-Out Width: 51.1m (167.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 121700011004185,  Location: 0.44 MI N OF FM 1488 (Lat: 30.242967,  Lng: -95.457728),  Route carried "on" structure: Interstate 45,  Year Built: 2007,  Status: Open,  Structure Length: 33.68m (110.50ft),  Average Daily Traffic: 156,512 (year 2020),  Truck Traffic: 8%,  Average Future Daily Traffic: 194,350 (year 2033),  Design Load: HS 20,  Features Intersected: W FK SAN JACINTO RI
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 14.980,  Lanes on structure: 10,  Owner: State Highway Agency,  Approaching Roadway Width: 50.0m (164.0ft),  Skew: 30 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Number Of Approach Spans: 4,  Length of Maximum Span: 71.9m (235.9ft),  Curb-To-Curb Width: 50.2m (164.7ft),  Out-to-Out Width: 51.1m (167.7ft)

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: Superior to present desirable criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 121700011004186,  Location: 0.15 MI N OF FM 1488 (Lat: 30.238747,  Lng: -95.458267),  Route carried "on" structure: Interstate 45,  Year Built: 2007,  Status: Open,  Structure Length: 7.38m (24.21ft),  Average Daily Traffic: 156,512 (year 2020),  Truck Traffic: 8%,  Average Future Daily Traffic: 194,350 (year 2033),  Design Load: HS 20,  Features Intersected: W FK SAN JAC RI S REL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 14.510,  Lanes on structure: 10,  Owner: State Highway Agency,  Approaching Roadway Width: 49.7m (163.1ft),  Skew: 30 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 18.3m (60.0ft),  Curb-To-Curb Width: 49.6m (162.7ft),  Out-to-Out Width: 51.1m (167.7ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  Channel: Good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Deck Structure Type: Concrete Precast Panels
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Structure Number: 121700011004191,  Location: 2.1 MI S OF FM 1488 (Lat: 30.206969,  Lng: -95.455917),  Route carried "on" structure: Ramp Interstate 45,  Year Built: 2000,  Status: Open,  Structure Length: 10.67m (35.01ft),  Average Daily Traffic: 15,830 (year 2013),  Truck Traffic: 8%,  Average Future Daily Traffic: 22,160 (year 2033),  Design Load: HS 20,  Features Intersected: SH 242
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 11.026,  Lanes on structure: 1,  Lanes under structure: 10,  Owner: State Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 27.4m (89.9ft),  Curb-To-Curb Width: 6.2m (20.3ft),  Out-to-Out Width: 6.7m (22.0ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 10.67m (35.01ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Bridge Improvement Cost: $144,000,  Roadway Improvement Cost: $36,000,  Total Project Cost: $180,000,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 121700011004202,  Location: 2.00 MI N OF FM 1488 (Lat: 30.264958,  Lng: -95.456564),  Route carried "on" structure: Interstate 45,  Year Built: 2007,  Status: Open,  Structure Length: 10.97m (35.99ft),  Average Daily Traffic: 156,512 (year 2020),  Truck Traffic: 8%,  Average Future Daily Traffic: 194,350 (year 2033),  Design Load: HS 20,  Features Intersected: CRIGHTON RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 17.429,  Lanes on structure: 8,  Lanes under structure: 5,  Owner: State Highway Agency,  Approaching Roadway Width: 49.4m (162.1ft),  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: 49.6m (162.7ft),  Out-to-Out Width: 51.1m (167.7ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Deck Structure Type: Concrete Precast Panels
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Structure Number: 121700011004203,  Location: 0.30 MI S OF S LP 336 (Lat: 30.275489,  Lng: -95.456739),  Route carried "on" structure: Interstate 45,  Year Built: 2007,  Status: Open,  Structure Length: 1.10m (3.61ft),  Average Daily Traffic: 156,512 (year 2020),  Truck Traffic: 8%,  Average Future Daily Traffic: 194,350 (year 2033),  Design Load: HS 20,  Features Intersected: SILVERDALE CRK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 18.578,  Lanes on structure: 14,  Owner: State Highway Agency,  Approaching Roadway Width: 75.0m (246.1ft),  Skew: 31 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.0m (9.8ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft)

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: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020
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Structure Number: 121700011004204,  Location: 2.05 MI N OF FM 1488 (Lat: 30.266372,  Lng: -95.456292),  Route carried "on" structure: Interstate 45,  Year Built: 2007,  Status: Open,  Structure Length: 1.34m (4.40ft),  Average Daily Traffic: 156,512 (year 2020),  Truck Traffic: 8%,  Average Future Daily Traffic: 194,350 (year 2033),  Design Load: HS 20,  Features Intersected: DRAW
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 17.593,  Lanes on structure: 14,  Owner: State Highway Agency,  Approaching Roadway Width: 73.2m (240.2ft),  Skew: 30 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: 1.8m (5.9ft),  Right: 1.8m (5.9ft)

Condition: Channel: Good,  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: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020
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Structure Number: 121700011004308,  Location: 0.4 MI S of SH 242 (Lat: 30.204525,  Lng: -95.455536),  Route carried "on" structure: Ramp Interstate 45,  Year Built: 2014,  Status: Open,  Structure Length: 45.42m (149.02ft),  Average Daily Traffic: 4,650 (year 2018),  Truck Traffic: 10%,  Average Future Daily Traffic: 1 (year 1900),  Design Load: HL 93,  Features Intersected: R.O.W
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Toll: On toll road,  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: 13,  Length of Maximum Span: 35.1m (115.2ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 11.7m (38.4ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior 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: 121700033803075,  Location: 0.2 MI E OF IH 45 (Lat: 30.313894,  Lng: -95.468983),  Route carried "on" structure: State highway 105,  Year Built: 1947,  Year Reconstructed: 1990,  Status: Open,  Structure Length: 3.05m (10.01ft),  Average Daily Traffic: 25,447 (year 2020),  Truck Traffic: 13%,  Average Future Daily Traffic: 32,280 (year 2033),  Design Load: H 20,  Features Intersected: ALLIGATOR CRK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 35.544,  Lanes on structure: 7,  Owner: State Highway Agency,  Approaching Roadway Width: 30.8m (101.0ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 6.1m (20.0ft),  Curb or Sidewalk Widths: Left: 1.3m (4.3ft),  Right: 1.3m (4.3ft),  Curb-To-Curb Width: 30.8m (101.0ft),  Out-to-Out Width: 34.7m (113.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 52.6 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: Equal to 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,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 12170003380309,  Location: 0.25 MI SE OF LP 336 (Lat: 30.323856,  Lng: -95.492383),  Route carried "on" structure: State highway 105,  Year Built: 1947,  Year Reconstructed: 1968,  Status: Open,  Structure Length: 1.19m (3.90ft),  Average Daily Traffic: 35,731 (year 2020),  Truck Traffic: 13%,  Average Future Daily Traffic: 27,470 (year 2033),  Design Load: H 15,  Features Intersected: DRAW
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 33.054,  Lanes on structure: 5,  Owner: State Highway Agency,  Approaching Roadway Width: 24.4m (80.1ft),  Skew: 9 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 3.7m (12.1ft),  Curb-To-Curb Width: 24.7m (81.0ft),  Out-to-Out Width: 25.6m (84.0ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 39.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 23.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: 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: September 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 121700033803097,  Location: 3.70 MI E OF FM 149 (Lat: 30.374056,  Lng: -95.636300),  Route carried "on" structure: State highway 105,  Year Built: 1972,  Year Reconstructed: 1994,  Status: Open,  Structure Length: 3.66m (12.01ft),  Average Daily Traffic: 34,381 (year 2020),  Truck Traffic: 13%,  Average Future Daily Traffic: 44,650 (year 2033),  Features Intersected: MARTIN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 17.875,  Lanes on structure: 7,  Owner: State Highway Agency,  Approaching Roadway Width: 32.9m (107.9ft),  Material/Design: Concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 12.2m (40.0ft),  Curb-To-Curb Width: 32.9m (107.9ft),  Out-to-Out Width: 33.8m (110.9ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  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: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: September 2020,  Underwater Inspection Date: July 2017,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 121700033803098,  Location: 4.40 MI SE OF FM 149 (Lat: 30.370644,  Lng: -95.628942),  Route carried "on" structure: State highway 105,  Year Built: 1972,  Year Reconstructed: 1994,  Status: Open,  Structure Length: 3.08m (10.10ft),  Average Daily Traffic: 34,381 (year 2020),  Truck Traffic: 13%,  Average Future Daily Traffic: 44,650 (year 2033),  Features Intersected: LAKE CONROE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 18.697,  Lanes on structure: 7,  Owner: State Highway Agency,  Approaching Roadway Width: 32.9m (107.9ft),  Material/Design: Concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 12.2m (40.0ft),  Curb-To-Curb Width: 32.9m (107.9ft),  Out-to-Out Width: 33.8m (110.9ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  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: 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,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: August 2020,  Underwater Inspection Date: July 2017,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 121700033803099,  Location: 6.10 MI E OF FM 149 (Lat: 30.359517,  Lng: -95.598775),  Route carried "on" structure: State highway 105,  Year Built: 1972,  Year Reconstructed: 1994,  Status: Open,  Structure Length: 3.08m (10.10ft),  Average Daily Traffic: 34,381 (year 2020),  Truck Traffic: 13%,  Average Future Daily Traffic: 44,650 (year 2033),  Features Intersected: RUSH CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 21.821,  Lanes on structure: 7,  Owner: State Highway Agency,  Approaching Roadway Width: 32.9m (107.9ft),  Material/Design: Concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 12.2m (40.0ft),  Curb-To-Curb Width: 32.9m (107.9ft),  Out-to-Out Width: 33.8m (110.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  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: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: August 2020,  Underwater Inspection Date: July 2017,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 1217000338031,  Location: 6.50 MI SE OF FM 149 (Lat: 30.358669,  Lng: -95.596411),  Route carried "on" structure: State highway 105,  Year Built: 1972,  Year Reconstructed: 1994,  Status: Open,  Structure Length: 3.08m (10.10ft),  Average Daily Traffic: 34,381 (year 2020),  Truck Traffic: 13%,  Average Future Daily Traffic: 44,650 (year 2033),  Features Intersected: LAKE CONROE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 22.067,  Lanes on structure: 7,  Owner: State Highway Agency,  Approaching Roadway Width: 32.9m (107.9ft),  Material/Design: Concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 12.2m (40.0ft),  Curb-To-Curb Width: 32.9m (107.9ft),  Out-to-Out Width: 33.8m (110.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  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: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 1217000338032,  Location: 3.80 MI NW OF LP 336 (Lat: 30.343697,  Lng: -95.554214),  Route carried "on" structure: State highway 105,  Year Built: 1994,  Status: Open,  Structure Length: 3.47m (11.38ft),  Average Daily Traffic: 39,416 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 45,960 (year 2033),  Design Load: HS 20,  Features Intersected: BASE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 26.479,  Lanes on structure: 7,  Owner: State Highway Agency,  Approaching Roadway Width: 32.9m (107.9ft),  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: 15.2m (49.9ft),  Curb-To-Curb Width: 32.9m (107.9ft),  Out-to-Out Width: 33.8m (110.9ft)

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,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Deck Structure Type: Concrete Precast Panels
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Structure Number: 121700033803201,  Location: 3.10 MI NW OF LP 336 (Lat: 30.342411,  Lng: -95.541258),  Route carried "on" structure: State highway 105,  Year Built: 1994,  Status: Open,  Structure Length: 50.75m (166.50ft),  Average Daily Traffic: 39,416 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 45,960 (year 2033),  Design Load: HS 20,  Features Intersected: WEST SAN JACINTO RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 27.500,  Lanes on structure: 7,  Owner: State Highway Agency,  Approaching Roadway Width: 32.9m (107.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 20,  Length of Maximum Span: 35.1m (115.2ft),  Curb-To-Curb Width: 32.9m (107.9ft),  Out-to-Out Width: 33.8m (110.9ft)

Condition: Deck: Good,  Superstructure: Very 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: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 121700033803202,  Location: 0.20 MI NW OF LP 336 (Lat: 30.327806,  Lng: -95.501306),  Route carried "on" structure: State highway 105,  Year Built: 1994,  Status: Open,  Structure Length: 5.03m (16.50ft),  Average Daily Traffic: 35,731 (year 2020),  Truck Traffic: 13%,  Average Future Daily Traffic: 43,160 (year 2033),  Design Load: HS 20,  Features Intersected: WHITE OAK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 32.082,  Lanes on structure: 7,  Owner: State Highway Agency,  Approaching Roadway Width: 32.9m (107.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 19.8m (65.0ft),  Curb-To-Curb Width: 32.9m (107.9ft),  Out-to-Out Width: 33.8m (110.9ft)

Condition: Deck: Good,  Superstructure: Very 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: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 121700033803203,  Location: 2.45 MI NW OF LP 336 (Lat: 30.342569,  Lng: -95.531833),  Route carried "on" structure: State highway 105,  Year Built: 1994,  Status: Open,  Structure Length: 1.07m (3.51ft),  Average Daily Traffic: 39,416 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 45,960 (year 2033),  Design Load: HS 20,  Features Intersected: OUTFALL CHANNEL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 28.685,  Lanes on structure: 7,  Owner: State Highway Agency,  Approaching Roadway Width: 32.9m (107.9ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 2.1m (6.9ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 44.4 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: September 2020
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Structure Number: 121700033804054,  Location: 2.00 MI E OF IH 45 (Lat: 30.316244,  Lng: -95.440167),  Route carried "on" structure: State highway 105,  Year Built: 1936,  Year Reconstructed: 1981,  Status: Open,  Structure Length: 3.66m (12.01ft),  Average Daily Traffic: 19,778 (year 2020),  Truck Traffic: 13%,  Average Future Daily Traffic: 22,790 (year 2033),  Design Load: H 15,  Features Intersected: STEWARTS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 38.431,  Lanes on structure: 5,  Owner: State Highway Agency,  Approaching Roadway Width: 19.5m (64.0ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 9.1m (29.9ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.4m (4.6ft),  Curb-To-Curb Width: 19.5m (64.0ft),  Out-to-Out Width: 23.8m (78.1ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 49.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 29.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  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,  Inspection Date: October 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 121700033804055,  Location: 2.55 MI E OF IH 45 (Lat: 30.319386,  Lng: -95.429825),  Route carried "on" structure: State highway 105,  Year Built: 1936,  Year Reconstructed: 1987,  Status: Open,  Structure Length: 1.01m (3.31ft),  Average Daily Traffic: 13,511 (year 2020),  Truck Traffic: 13%,  Average Future Daily Traffic: 18,470 (year 2033),  Design Load: H 15,  Features Intersected: LITTLE CANEY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 39.492,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.0m (9.8ft),  Curb-To-Curb Width: 13.3m (43.6ft),  Out-to-Out Width: 14.1m (46.3ft)

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,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 121700033804204,  Location: 1.60 MI E OF IH 45 (Lat: 30.315006,  Lng: -95.445969),  Route carried "on" structure: State highway 105,  Year Built: 2004,  Status: Open,  Structure Length: 0.70m (2.30ft),  Average Daily Traffic: 20,096 (year 2020),  Truck Traffic: 10%,  Average Future Daily Traffic: 25,620 (year 2032),  Features Intersected: POSSUM HAWE GULLY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 37.852,  Lanes on structure: 5,  Owner: State Highway Agency,  Approaching Roadway Width: 18.0m (59.1ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 18.1m (59.4ft),  Out-to-Out Width: 29.0m (95.1ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 44.4 metric tons,  Method Used To Determine Operating Rating: No rating analysis performed,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: No rating analysis performed,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.70m (2.30ft),  Designated Inspection Frequency: Every 48 months,  Inspection Date: November 2020,  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: 121700033811093,  Location: 0.40 MI W OF IH 45 (Lat: 30.331481,  Lng: -95.486381),  Route carried "on" structure: State highway 336,  Year Built: 1970,  Year Reconstructed: 1989,  Status: Open,  Structure Length: 1.34m (4.40ft),  Average Daily Traffic: 27,305 (year 2016),  Truck Traffic: 13%,  Average Future Daily Traffic: 19,760 (year 2033),  Design Load: HS 20,  Features Intersected: DRAW
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 17.308,  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: 4,  Length of Maximum Span: 4.3m (14.1ft)

Condition: Channel: Fair,  Culverts: Satisfactory,  Operating Rating: 39.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 23.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020
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Structure Number: 121700033811094,  Location: 0.90 MI E OF IH 45 (Lat: 30.337108,  Lng: -95.463403),  Route carried "on" structure: State highway 336,  Year Built: 1970,  Status: Open,  Structure Length: 0.79m (2.59ft),  Average Daily Traffic: 22,117 (year 2020),  Truck Traffic: 13%,  Average Future Daily Traffic: 31,750 (year 2033),  Design Load: HS 20,  Features Intersected: DRAIN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 19.599,  Lanes on structure: 5,  Owner: State Highway Agency,  Approaching Roadway Width: 19.5m (64.0ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.4m (7.9ft)

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,  Length Of Structure Improvement: 0.79m (2.59ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  Bridge Improvement Cost: $22,000,  Roadway Improvement Cost: $6,000,  Total Project Cost: $28,000
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Structure Number: 121700033811095,  Location: 0.60 MI E OF SH 75 (Lat: 30.338247,  Lng: -95.457083),  Route carried "on" structure: State highway 336,  Year Built: 1970,  Status: Open,  Structure Length: 10.82m (35.50ft),  Average Daily Traffic: 11,154 (year 2020),  Truck Traffic: 13%,  Average Future Daily Traffic: 18,690 (year 2033),  Design Load: HS 20,  Features Intersected: UPRR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 10.427,  Lanes on structure: 2,  Lanes under structure: 4,  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,  Length of Maximum Span: 24.4m (80.1ft),  Curb-To-Curb Width: 12.6m (41.3ft),  Out-to-Out Width: 12.9m (42.3ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  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: Better than present minimum criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 121700033811096,  Location: 1.55 MI E OF SH 75 (Lat: 30.340019,  Lng: -95.441753),  Route carried "on" structure: State highway 336,  Year Built: 1970,  Year Reconstructed: 1990,  Status: Open,  Structure Length: 3.66m (12.01ft),  Average Daily Traffic: 10,368 (year 2020),  Truck Traffic: 13%,  Average Future Daily Traffic: 16,170 (year 2033),  Design Load: HS 20,  Features Intersected: STEWARTS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 21.704,  Lanes on structure: 5,  Owner: State Highway Agency,  Approaching Roadway Width: 25.6m (84.0ft),  Material/Design: Concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 12.2m (40.0ft),  Curb-To-Curb Width: 25.6m (84.0ft),  Out-to-Out Width: 26.5m (86.9ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 62.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 37.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 12170003381111,  Location: 0.80 MI W OF IH 45 (Lat: 30.280753,  Lng: -95.470453),  Route carried "on" structure: State highway 336,  Year Built: 1988,  Status: Open,  Structure Length: 5.21m (17.09ft),  Average Daily Traffic: 17,117 (year 2016),  Truck Traffic: 8%,  Average Future Daily Traffic: 31,170 (year 2033),  Design Load: HS 20,  Features Intersected: GRAND LAKE CRK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.433,  Lanes on structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 22.9m (75.1ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 17.4m (57.1ft),  Curb-To-Curb Width: 22.9m (75.1ft),  Out-to-Out Width: 23.7m (77.8ft)

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: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 121700033811111,  Location: 1.10 MI W OF IH 45 (Lat: 30.282742,  Lng: -95.476722),  Route carried "on" structure: State highway 336,  Year Built: 1988,  Status: Open,  Structure Length: 0.79m (2.59ft),  Average Daily Traffic: 17,117 (year 2016),  Truck Traffic: 8%,  Average Future Daily Traffic: 31,170 (year 2033),  Design Load: H 20,  Features Intersected: W TRIB #3
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.054,  Lanes on structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 21.0m (68.9ft),  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: 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: October 2020
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Structure Number: 121700033811112,  Location: 0.40 MI W OF IH 45 (Lat: 30.278742,  Lng: -95.463572),  Route carried "on" structure: State highway 336,  Year Built: 1988,  Status: Open,  Structure Length: 0.82m (2.69ft),  Average Daily Traffic: 17,117 (year 2016),  Truck Traffic: 8%,  Average Future Daily Traffic: 31,170 (year 2033),  Design Load: H 20,  Features Intersected: W TRIB #4
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.731,  Lanes on structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 20.1m (65.9ft),  Skew: 20 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.4m (7.9ft)

Condition: Channel: Fair,  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: September 2020
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