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

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Structure Number: 121020B3470524,  Location: 0.15 MI S OF US 59 (Lat: 29.861708,  Lng: -95.334875),  Route carried "on" structure: City street ,  Year Built: 1954,  Year Reconstructed: 1965,  Status: Posted for load,  Structure Length: 4.05m (13.29ft),  Average Daily Traffic: 12,630 (year 2011),  Average Future Daily Traffic: 13,450 (year 2031),  Features Intersected: HALLS BAYOU,  Facility Carried by Structure: JENSEN DR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.322,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 7.9m (25.9ft),  Curb-To-Curb Width: 18.6m (61.0ft),  Out-to-Out Width: 19.3m (63.3ft)

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: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 121020B34713149,  Location: 0.38 MI S OF IH 45 (Lat: 29.761406,  Lng: -95.343489),  Route carried "on" structure: City street ,  Year Built: 1938,  Status: Posted for load,  Structure Length: 15.24m (50.00ft),  Average Daily Traffic: 10,410 (year 2018),  Truck Traffic: 5%,  Average Future Daily Traffic: 12,447 (year 2035),  Features Intersected: BUFFALO BAYOU,  Facility Carried by Structure: SOUTH JENSEN DR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 11.265,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Navigation Control: Yes ( Vertical Clearance: 7.6m (24.9ft), Horizontal Clearance: 38.1m (125.0ft)),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Number Of Approach Spans: 3,  Length of Maximum Span: 43.6m (143.0ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 12.1m (39.7ft),  Out-to-Out Width: 16.5m (54.1ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 32.7 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 24.5 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below),  Length Of Structure Improvement: 16.43m (53.90ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: November 2021,  Underwater Inspection Date: November 2016,  Bridge Improvement Cost: $831,000,  Roadway Improvement Cost: $208,000,  Total Project Cost: $1,039,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 121020B34977001,  Location: 2.3 MI N OF GREENS RD (Lat: 29.982300,  Lng: -95.343031),  Route carried "on" structure: City street ,  Year Built: 1970,  Status: Posted for load,  Structure Length: 5.49m (18.01ft),  Average Daily Traffic: 1,500 (year 2011),  Average Future Daily Traffic: 2,000 (year 2031),  Features Intersected: JFK BLVD SB,  Facility Carried by Structure: AIR CARGO RAMP WB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.002,  Lanes on structure: 2,  Lanes under structure: 3,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 9 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 15.5m (50.9ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 1.0m (3.3ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 9.4m (30.8ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: 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,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below),  Length Of Structure Improvement: 5.49m (18.01ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2021,  Bridge Improvement Cost: $9,000,  Roadway Improvement Cost: $2,000,  Total Project Cost: $11,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 121020B34977002,  Location: 2.30 MI N OF GREENS RD (Lat: 29.982306,  Lng: -95.341842),  Route carried "on" structure: City street ,  Year Built: 1970,  Status: Open,  Structure Length: 4.39m (14.40ft),  Average Daily Traffic: 2,350 (year 2011),  Average Future Daily Traffic: 3,500 (year 2031),  Features Intersected: JFK BLVD NB,  Facility Carried by Structure: AIR CARGO RAMP WB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.002,  Lanes on structure: 1,  Lanes under structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 4.3m (14.1ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 14.6m (47.9ft),  Curb or Sidewalk Widths: Left: 0.4m (1.3ft),  Right: 1.0m (3.3ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 9.4m (30.8ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: 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,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.39m (14.40ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 121020B34977007,  Location: 1.05 MI N OF GREENS RD (Lat: 29.966039,  Lng: -95.336117),  Route carried "on" structure: City street ,  Year Built: 1994,  Status: Open,  Structure Length: 1.59m (5.22ft),  Average Daily Traffic: 10,000 (year 2010),  Truck Traffic: 1%,  Average Future Daily Traffic: 13,000 (year 2030),  Features Intersected: REINHARDT BAYOU,  Facility Carried by Structure: JFK BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 14.170,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 16.5m (54.1ft),  Skew: 13 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 3.0m (9.8ft)

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: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021

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Structure Number: 121020B34977008,  Location: 1.00 MI N OF GREENS RD (Lat: 29.965033,  Lng: -95.335653),  Route carried "on" structure: City street ,  Year Built: 1994,  Status: Open,  Structure Length: 8.23m (27.00ft),  Average Daily Traffic: 5,000 (year 2010),  Truck Traffic: 1%,  Average Future Daily Traffic: 7,000 (year 2030),  Features Intersected: ACCESS RD,  Facility Carried by Structure: JFK BLVD NB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 14.170,  Lanes on structure: 2,  Lanes under structure: 6,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 30.5m (100.1ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 12.9m (42.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 44.4 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 121020B34977009,  Location: 1.05 MI N OF GREENS RD (Lat: 29.965986,  Lng: -95.336894),  Route carried "on" structure: ServiceCity street ,  Year Built: 1979,  Status: Posted for load,  Structure Length: 2.56m (8.40ft),  Average Daily Traffic: 2,340 (year 2010),  Average Future Daily Traffic: 7,500 (year 2030),  Features Intersected: REINHARDT BAYOU,  Facility Carried by Structure: JFK BLVD SB FR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.414,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 10.1m (33.1ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 8.5m (27.9ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 1.0m (3.3ft),  Curb-To-Curb Width: 10.1m (33.1ft),  Out-to-Out Width: 12.3m (40.4ft)

Condition: Deck: Satisfactory,  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: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below),  Length Of Structure Improvement: 2.62m (8.60ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Bridge Improvement Cost: $6,000,  Roadway Improvement Cost: $2,000,  Total Project Cost: $8,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 121020B3497701,  Location: 1.05 MI N OF GREENS RD (Lat: 29.965989,  Lng: -95.335800),  Route carried "on" structure: ServiceCity street ,  Year Built: 1992,  Status: Open,  Structure Length: 2.56m (8.40ft),  Average Daily Traffic: 2,340 (year 2010),  Average Future Daily Traffic: 7,500 (year 2030),  Features Intersected: REINHARDT BAYOU,  Facility Carried by Structure: JFK BLVD NB FR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.414,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 25.6m (84.0ft),  Curb or Sidewalk Widths: Left: 1.0m (3.3ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 9.4m (30.8ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Good,  Operating Rating: 44.4 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Better than present minimum criteria,  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: 2.56m (8.40ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Bridge Improvement Cost: $4,000,  Roadway Improvement Cost: $1,000,  Total Project Cost: $5,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 121020B34977011,  Location: 1.00 MI N OF GREENS RD (Lat: 29.965078,  Lng: -95.335892),  Route carried "on" structure: City street ,  Year Built: 1994,  Status: Open,  Structure Length: 8.23m (27.00ft),  Average Daily Traffic: 5,000 (year 2010),  Truck Traffic: 1%,  Average Future Daily Traffic: 7,000 (year 2030),  Features Intersected: ACCESS RD,  Facility Carried by Structure: JFK BLVD SB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 14.170,  Lanes on structure: 2,  Lanes under structure: 6,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 30.5m (100.1ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 12.9m (42.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 44.4 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 121020B34977014,  Location: 0.2 MI S OF WILL CLAYTON (Lat: 29.978653,  Lng: -95.342206),  Route carried "on" structure: ServiceOther road ,  Year Built: 2000,  Status: Open,  Structure Length: 10.70m (35.10ft),  Average Daily Traffic: 1,000 (year 2011),  Truck Traffic: 5%,  Average Future Daily Traffic: 1,300 (year 2031),  Features Intersected: JFK BLVD,  Facility Carried by Structure: SERVICE RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.002,  Lanes on structure: 2,  Lanes under structure: 8,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 25.9m (85.0ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 9.1m (29.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 44.4 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of replacement,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Length Of Structure Improvement: 10.70m (35.10ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2021,  Bridge Improvement Cost: $17,000,  Roadway Improvement Cost: $4,000,  Total Project Cost: $21,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 121020B34977015,  Location: 1.8 MI N OF GREENS RD (Lat: 29.971497,  Lng: -95.338928),  Route carried "on" structure: ServiceOther road ,  Year Built: 2006,  Status: Open,  Structure Length: 20.12m (66.01ft),  Average Daily Traffic: 1,000 (year 2015),  Average Future Daily Traffic: 1,500 (year 2035),  Design Load: HS 20,  Features Intersected: JFK BLVD,  Facility Carried by Structure: RENTAL CAR AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.002,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Steel continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 73.2m (240.2ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.2m (43.3ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal 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: December 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 121020B34977016,  Location: 0.35 MI N OF GREENS RD (Lat: 29.956961,  Lng: -95.330922),  Route carried "on" structure: ServiceCity street ,  Year Built: 1994,  Status: Open,  Structure Length: 0.91m (2.99ft),  Average Daily Traffic: 1,000 (year 2011),  Truck Traffic: 2%,  Average Future Daily Traffic: 2,000 (year 2031),  Features Intersected: DRAINAGE DITCH,  Facility Carried by Structure: JFK NB SERVICE RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.002,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 1.8m (5.9ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 17.4m (57.1ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 32.7 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 24.5 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.94m (3.08ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2021,  Bridge Improvement Cost: $1,000,  Total Project Cost: $1,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 121020B34977017,  Location: 0.35 MI N OF GREENS RD (Lat: 29.957108,  Lng: -95.331769),  Route carried "on" structure: City street ,  Year Built: 1994,  Status: Open,  Structure Length: 0.91m (2.99ft),  Average Daily Traffic: 2,340 (year 2011),  Truck Traffic: 5%,  Average Future Daily Traffic: 3,500 (year 2031),  Features Intersected: DRAINAGE DITCH,  Facility Carried by Structure: JFK BLVD NB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.002,  Lanes on structure: 5,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 20.7m (67.9ft),  Skew: 9 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 1.8m (5.9ft),  Curb-To-Curb Width: 20.7m (67.9ft),  Out-to-Out Width: 56.1m (184.1ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 32.7 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 24.5 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.94m (3.08ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2021,  Bridge Improvement Cost: $3,000,  Roadway Improvement Cost: $1,000,  Total Project Cost: $4,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 121020B34977018,  Location: 0.35 MI N OF GREENS RD (Lat: 29.956981,  Lng: -95.332253),  Route carried "on" structure: City street ,  Year Built: 1994,  Status: Open,  Structure Length: 0.70m (2.30ft),  Average Daily Traffic: 5,000 (year 2011),  Truck Traffic: 5%,  Average Future Daily Traffic: 6,500 (year 2031),  Features Intersected: DRAINAGE DITCH,  Facility Carried by Structure: JFK BLVD SB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.002,  Lanes on structure: 3,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 1.8m (5.9ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 24.9m (81.7ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 32.7 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 24.5 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.67m (2.20ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2021,  Bridge Improvement Cost: $2,000,  Roadway Improvement Cost: $1,000,  Total Project Cost: $3,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 121020B34977019,  Location: 0.1 MI N OF GREENS RD (Lat: 29.953078,  Lng: -95.331522),  Route carried "on" structure: City street ,  Year Built: 1994,  Status: Open,  Structure Length: 0.98m (3.22ft),  Average Daily Traffic: 5,000 (year 2011),  Truck Traffic: 5%,  Average Future Daily Traffic: 6,500 (year 2031),  Design Load: HS 20,  Features Intersected: DRAINAGE DITCH,  Facility Carried by Structure: JFK BLVD SB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.002,  Lanes on structure: 5,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 15.2m (49.9ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 1.8m (5.9ft),  Curb-To-Curb Width: 18.3m (60.0ft),  Out-to-Out Width: 45.9m (150.6ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 39.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 23.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: 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,  Length Of Structure Improvement: 0.73m (2.40ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 121020B35361553,  Location: 0.10 MI S OF PERSHING ST (Lat: 29.676811,  Lng: -95.344803),  Route carried "on" structure: City street ,  Year Built: 1995,  Year Reconstructed: 2011,  Status: Open,  Structure Length: 1.19m (3.90ft),  Average Daily Traffic: 2,640 (year 2010),  Average Future Daily Traffic: 3,030 (year 2030),  Features Intersected: HCFCD DITCH,  Facility Carried by Structure: JUTLAND RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.161,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Material/Design: Wood or Timber,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 4.6m (15.1ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 10.6m (34.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 46.3 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 33.6 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.77m (5.81ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 121020B35561273,  Location: 1.2 MI N OF IH 10 (Lat: 29.781217,  Lng: -95.436958),  Route carried "on" structure: City street ,  Year Built: 1965,  Status: Open,  Structure Length: 4.57m (14.99ft),  Average Daily Traffic: 10,000 (year 2015),  Truck Traffic: 5%,  Average Future Daily Traffic: 11,400 (year 2035),  Features Intersected: HEMPSTEAD HWY EB,  Facility Carried by Structure: OLD KATY RD WB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.931,  Lanes on structure: 2,  Lanes under structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 2 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 18.3m (60.0ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.5m (31.2ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 52.6 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 35.4 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of corrective action,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.57m (14.99ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2021,  Bridge Improvement Cost: $8,000,  Roadway Improvement Cost: $2,000,  Total Project Cost: $10,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 121020B35619001,  Location: 0.70 MI S OF BISSONNET (Lat: 29.665728,  Lng: -95.594953),  Route carried "on" structure: City street ,  Year Built: 1977,  Status: Posted for load,  Structure Length: 2.77m (9.09ft),  Average Daily Traffic: 2,930 (year 2013),  Average Future Daily Traffic: 3,500 (year 2033),  Features Intersected: KEEGANS BYU,  Facility Carried by Structure: KEEGAN RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.955,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Material/Design: Concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 9.1m (29.9ft),  Curb or Sidewalk Widths: Left: 0.7m (2.3ft),  Right: 1.6m (5.2ft),  Curb-To-Curb Width: 7.5m (24.6ft),  Out-to-Out Width: 10.3m (33.8ft)

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: High priority of replacement,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below),  Length Of Structure Improvement: 2.77m (9.09ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2021,  Bridge Improvement Cost: $5,000,  Roadway Improvement Cost: $1,000,  Total Project Cost: $6,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 121020B35729003,  Location: 0.10 MI NW OF IH 610 (Lat: 29.810411,  Lng: -95.306264),  Route carried "on" structure: City street 7,  Year Built: 1949,  Status: Open,  Structure Length: 3.81m (12.50ft),  Average Daily Traffic: 3,840 (year 2011),  Average Future Daily Traffic: 5,000 (year 2031),  Features Intersected: HUNTING BAYOU,  Facility Carried by Structure: KELLEY ST WB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.506,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 7.6m (24.9ft),  Curb or Sidewalk Widths: Left: 0.8m (2.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 10.1m (33.1ft)

Condition: Deck: Satisfactory,  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: High priority of corrective action,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.81m (12.50ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Bridge Improvement Cost: $7,000,  Roadway Improvement Cost: $2,000,  Total Project Cost: $9,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 121020B36385664,  Location: KINGLET @ CHIMNEY ROCK (Lat: 29.662281,  Lng: -95.476661),  Route carried "on" structure: City street ,  Year Built: 1979,  Status: Open,  Structure Length: 0.98m (3.22ft),  Average Daily Traffic: 1,310 (year 2013),  Average Future Daily Traffic: 1,700 (year 2033),  Features Intersected: CHIMNEY ROCK DITCH,  Facility Carried by Structure: KINGLET ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.483,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  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),  Curb-To-Curb Width: 8.2m (26.9ft),  Out-to-Out Width: 12.4m (40.7ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 32.7 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 24.5 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 121020B36488001,  Location: 0.20 MI W OF LAKE HOU PK (Lat: 30.048603,  Lng: -95.187425),  Route carried "on" structure: City street ,  Year Built: 1977,  Status: Open,  Structure Length: 3.29m (10.79ft),  Average Daily Traffic: 10,000 (year 2012),  Average Future Daily Traffic: 12,000 (year 2032),  Features Intersected: BENS BRANCH,  Facility Carried by Structure: KINGWOOD DR EB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.276,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 11.0m (36.1ft),  Curb or Sidewalk Widths: Left: 0.7m (2.3ft),  Right: 1.3m (4.3ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 9.8m (32.2ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 32.7 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 24.5 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.29m (10.79ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Bridge Improvement Cost: $5,000,  Roadway Improvement Cost: $1,000,  Total Project Cost: $6,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 121020B36488002,  Location: 0.20 MI W OF LAKE HOU PK (Lat: 30.048822,  Lng: -95.187575),  Route carried "on" structure: City street 157,  Year Built: 1981,  Status: Open,  Structure Length: 3.29m (10.79ft),  Average Daily Traffic: 24,120 (year 2012),  Average Future Daily Traffic: 26,000 (year 2032),  Features Intersected: BENS BRANCH,  Facility Carried by Structure: KINGWOOD DR WB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.276,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 11.0m (36.1ft),  Curb or Sidewalk Widths: Left: 1.3m (4.3ft),  Right: 0.7m (2.3ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 9.8m (32.2ft)

Condition: Deck: Satisfactory,  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 replacement,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.29m (10.79ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Bridge Improvement Cost: $5,000,  Roadway Improvement Cost: $1,000,  Total Project Cost: $6,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 121020B36488003,  Location: 4.5 MI E OF US 59 (Lat: 30.051178,  Lng: -95.227153),  Route carried "on" structure: City street 157,  Year Built: 1970,  Status: Open,  Structure Length: 4.45m (14.60ft),  Average Daily Traffic: 32,070 (year 2012),  Average Future Daily Traffic: 35,000 (year 2032),  Features Intersected: HCFCD DITCH,  Facility Carried by Structure: KINGWOOD DR WB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 10.300,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Prestressed concrete,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 11.0m (36.1ft),  Curb or Sidewalk Widths: Left: 0.9m (3.0ft),  Right: 0.7m (2.3ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 9.8m (32.2ft)

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: High priority of replacement,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.45m (14.60ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Bridge Improvement Cost: $7,000,  Roadway Improvement Cost: $2,000,  Total Project Cost: $9,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 121020B36488004,  Location: 4.5 MI E OF US 59 (Lat: 30.050972,  Lng: -95.227178),  Route carried "on" structure: City street 157,  Year Built: 1970,  Status: Open,  Structure Length: 4.45m (14.60ft),  Average Daily Traffic: 32,070 (year 2012),  Average Future Daily Traffic: 35,000 (year 2032),  Features Intersected: HCFCD DITCH,  Facility Carried by Structure: KINGWOOD DR EB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 10.300,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Prestressed concrete,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 11.0m (36.1ft),  Curb or Sidewalk Widths: Left: 0.7m (2.3ft),  Right: 1.3m (4.3ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 9.8m (32.2ft)

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: High priority of replacement,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.45m (14.60ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Bridge Improvement Cost: $7,000,  Roadway Improvement Cost: $2,000,  Total Project Cost: $9,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 121020B36537093,  Location: 0.01 MI S OF BRAESWOD BLV (Lat: 29.697097,  Lng: -95.418014),  Route carried "on" structure: City street ,  Year Built: 1962,  Status: Posted for load,  Structure Length: 6.16m (20.21ft),  Average Daily Traffic: 9,950 (year 2013),  Average Future Daily Traffic: 1,321 (year 2033),  Features Intersected: BRAYS BAYOU,  Facility Carried by Structure: KIRBY DR SB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.532,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 9 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 15.2m (49.9ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 0.0m,  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 10.8m (35.4ft)

Condition: Deck: Satisfactory,  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: High priority of corrective action,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below),  Length Of Structure Improvement: 6.16m (20.21ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Bridge Improvement Cost: $11,000,  Roadway Improvement Cost: $3,000,  Total Project Cost: $14,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 121020B36537094,  Location: 0.01 MI S OF BRAESWOD BLV (Lat: 29.697231,  Lng: -95.417783),  Route carried "on" structure: City street ,  Year Built: 1962,  Status: Posted for load,  Structure Length: 6.16m (20.21ft),  Average Daily Traffic: 9,950 (year 2013),  Average Future Daily Traffic: 1,321 (year 2033),  Features Intersected: BRAYS BAYOU,  Facility Carried by Structure: KIRBY DR NB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.532,  Lanes on structure: 3,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 9 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 15.2m (49.9ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 13.3m (43.6ft)

Condition: Deck: Satisfactory,  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: High priority of replacement,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below),  Length Of Structure Improvement: 6.16m (20.21ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Bridge Improvement Cost: $15,000,  Roadway Improvement Cost: $4,000,  Total Project Cost: $19,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 121020B36575534,  Location: 0.1 MI SW OF BEAMER RD (Lat: 29.598803,  Lng: -95.230644),  Route carried "on" structure: City street ,  Year Built: 1975,  Status: Open,  Structure Length: 0.98m (3.22ft),  Average Daily Traffic: 7,060 (year 2011),  Truck Traffic: 2%,  Average Future Daily Traffic: 7,766 (year 2031),  Features Intersected: HCFCD Unit A120-00-00,  Facility Carried by Structure: KIRKFAIR DR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.161,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.4m (11.2ft),  Curb-To-Curb Width: 12.1m (39.7ft),  Out-to-Out Width: 18.7m (61.4ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 39.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 23.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021

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Structure Number: 121020B36609273,  Location: 0.3 MI W OF BEAMER RD (Lat: 29.604872,  Lng: -95.233139),  Route carried "on" structure: City street ,  Year Built: 2019,  Status: Open,  Structure Length: 1.52m (4.99ft),  Average Daily Traffic: 1,760 (year 2011),  Truck Traffic: 2%,  Average Future Daily Traffic: 1,960 (year 2031),  Features Intersected: HCFCD Unit A120-03-00,  Facility Carried by Structure: KIRKMEADOW RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.322,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 8.2m (26.9ft),  Material/Design: Prestressed concrete,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 15.2m (49.9ft),  Curb or Sidewalk Widths: Left: 2.1m (6.9ft),  Right: 2.1m (6.9ft),  Curb-To-Curb Width: 8.2m (26.9ft),  Out-to-Out Width: 13.3m (43.6ft)

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

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Structure Number: 121020B36633001,  Location: 0.40 MI S OF MEMORIAL DR (Lat: 29.763894,  Lng: -95.589681),  Route carried "on" structure: City street ,  Year Built: 2000,  Status: Open,  Structure Length: 12.89m (42.29ft),  Average Daily Traffic: 7,000 (year 2013),  Truck Traffic: 1%,  Average Future Daily Traffic: 9,200 (year 2033),  Features Intersected: BUFFALO BYU TRIB,  Facility Carried by Structure: KIRKWOOD RD NB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.644,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 21.6m (70.9ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 10.2m (33.5ft)

Condition: Deck: 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 replacement,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 12.89m (42.29ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Bridge Improvement Cost: $20,000,  Roadway Improvement Cost: $5,000,  Total Project Cost: $25,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 121020B36633002,  Location: 0.40 MI S OF MEMORIAL DR (Lat: 29.764014,  Lng: -95.589850),  Route carried "on" structure: City street ,  Year Built: 2000,  Status: Open,  Structure Length: 12.89m (42.29ft),  Average Daily Traffic: 7,000 (year 2013),  Truck Traffic: 1%,  Average Future Daily Traffic: 9,200 (year 2033),  Features Intersected: BUFFALO BYU TRIB,  Facility Carried by Structure: KIRKWOOD RD SB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.644,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 21.6m (70.9ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 0.0m,  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 10.2m (33.5ft)

Condition: Deck: 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 replacement,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 12.89m (42.29ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Bridge Improvement Cost: $20,000,  Roadway Improvement Cost: $5,000,  Total Project Cost: $25,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 121020B36633003,  Location: 0.70 MI S OF MEMORIAL DR (Lat: 29.759250,  Lng: -95.588875),  Route carried "on" structure: City street ,  Year Built: 2000,  Status: Open,  Structure Length: 21.37m (70.11ft),  Average Daily Traffic: 7,000 (year 2013),  Truck Traffic: 1%,  Average Future Daily Traffic: 9,200 (year 2033),  Features Intersected: BUFFALO BYU,  Facility Carried by Structure: KIRKWOOD RD NB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.127,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 38.1m (125.0ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 10.2m (33.5ft)

Condition: Deck: 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 replacement,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 21.37m (70.11ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Bridge Improvement Cost: $34,000,  Roadway Improvement Cost: $9,000,  Total Project Cost: $43,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 121020B36633004,  Location: 0.70 MI S OF MEMORIAL DR (Lat: 29.759186,  Lng: -95.589169),  Route carried "on" structure: City street ,  Year Built: 2000,  Status: Open,  Structure Length: 21.37m (70.11ft),  Average Daily Traffic: 7,000 (year 2013),  Truck Traffic: 1%,  Average Future Daily Traffic: 9,200 (year 2033),  Features Intersected: BUFFALO BYU,  Facility Carried by Structure: KIRKWOOD RD SB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.127,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 38.1m (125.0ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 0.0m,  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 10.2m (33.5ft)

Condition: Deck: Good,  Superstructure: Very 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,  Length Of Structure Improvement: 21.37m (70.11ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Bridge Improvement Cost: $34,000,  Roadway Improvement Cost: $9,000,  Total Project Cost: $43,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 121020B36642001,  Location: 0.10 MI N OF W BELLFORT (Lat: 29.659375,  Lng: -95.583606),  Route carried "on" structure: City street ,  Year Built: 1970,  Status: Posted for load,  Structure Length: 2.77m (9.09ft),  Average Daily Traffic: 6,965 (year 2013),  Truck Traffic: 1%,  Average Future Daily Traffic: 7,500 (year 2033),  Features Intersected: KEEGANS BYU,  Facility Carried by Structure: KIRKWOOD DR NB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.161,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 9.1m (29.9ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.6m (5.2ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 9.4m (30.8ft)

Condition: Deck: Poor,  Superstructure: Poor,  Substructure: Satisfactory,  Channel: 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: Meets minimum limits,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below),  Length Of Structure Improvement: 2.74m (8.99ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2021,  Bridge Improvement Cost: $4,000,  Roadway Improvement Cost: $1,000,  Total Project Cost: $5,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 121020B36642002,  Location: 0.10 MI N OF W BELLFORT (Lat: 29.659533,  Lng: -95.583914),  Route carried "on" structure: City street ,  Year Built: 1986,  Status: Posted for load,  Structure Length: 2.74m (8.99ft),  Average Daily Traffic: 6,965 (year 2013),  Average Future Daily Traffic: 9,108 (year 2033),  Features Intersected: KEEGANS BYU,  Facility Carried by Structure: KIRKWOOD DR SB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.161,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 9.1m (29.9ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  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: 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,  Length Of Structure Improvement: 2.74m (8.99ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2021,  Bridge Improvement Cost: $4,000,  Roadway Improvement Cost: $1,000,  Total Project Cost: $5,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 121020B36642501,  Location: 0.50 MI S OF BELLAIRE (Lat: 29.696033,  Lng: -95.587622),  Route carried "on" structure: City street ,  Year Built: 2005,  Status: Open,  Structure Length: 3.54m (11.61ft),  Average Daily Traffic: 11,840 (year 2013),  Average Future Daily Traffic: 9,108 (year 2033),  Features Intersected: HCFCD DITCH,  Facility Carried by Structure: S KIRKWOOD NB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.931,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 11.9m (39.0ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 9.9m (32.5ft)

Condition: Deck: 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 replacement,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.54m (11.61ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Bridge Improvement Cost: $6,000,  Roadway Improvement Cost: $2,000,  Total Project Cost: $8,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 121020B36642502,  Location: 0.50 MI S OF BELLAIRE (Lat: 29.696286,  Lng: -95.587886),  Route carried "on" structure: City street ,  Year Built: 2003,  Status: Open,  Structure Length: 3.54m (11.61ft),  Average Daily Traffic: 6,000 (year 2013),  Average Future Daily Traffic: 10,000 (year 2033),  Features Intersected: HCFCD DITCH,  Facility Carried by Structure: S KIRKWOOD SB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.931,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 11.9m (39.0ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 0.0m,  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 9.9m (32.5ft)

Condition: Deck: 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 replacement,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.51m (11.52ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Bridge Improvement Cost: $6,000,  Roadway Improvement Cost: $2,000,  Total Project Cost: $8,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 121020B36642627,  Location: 0.25 MI N OF BELLAIRE (Lat: 29.707128,  Lng: -95.587828),  Route carried "on" structure: City street ,  Year Built: 1960,  Year Reconstructed: 2005,  Status: Open,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 10,374 (year 2013),  Truck Traffic: 1%,  Average Future Daily Traffic: 12,374 (year 2033),  Features Intersected: HCFCD DITCH,  Facility Carried by Structure: S KIRKWOOD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.885,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  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: 2.0m (6.6ft),  Right: 2.0m (6.6ft),  Out-to-Out Width: 40.2m (131.9ft)

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: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.64m (2.10ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Bridge Improvement Cost: $8,000,  Roadway Improvement Cost: $2,000,  Total Project Cost: $10,000

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Structure Number: 121020B37330001,  Location: 0.01 MI N OF EMNORA LN (Lat: 29.816081,  Lng: -95.518619),  Route carried "on" structure: City street ,  Year Built: 2007,  Status: Posted for load,  Structure Length: 1.55m (5.09ft),  Average Daily Traffic: 500 (year 2013),  Average Future Daily Traffic: 600 (year 2033),  Features Intersected: DRAINAGE DITCH,  Facility Carried by Structure: LACYBERRY ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.161,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Material/Design: Aluminum, Iron,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 7.0m (23.0ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.1m (29.9ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Good,  Operating Rating: 32.7 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 24.5 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Deck Structure Type: Concrete Cast-file-Place