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

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Structure Number: 121020002713182,  Location: 3.0 MI E OF IH 610 (Lat: 29.729311,  Lng: -95.433442),  Route carried "on" structure: City street ,  Year Built: 1975,  Year Reconstructed: 2000,  Status: Open,  Structure Length: 19.20m (62.99ft),  Average Daily Traffic: 20,369 (year 2019),  Truck Traffic: 3%,  Average Future Daily Traffic: 28,517 (year 2039),  Design Load: HS 20,  Features Intersected: IH 69 / US 59,  Facility Carried by Structure: EDLOE ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.521,  Lanes on structure: 7,  Lanes under structure: 17,  Owner: State Highway Agency,  Approaching Roadway Width: 24.1m (79.1ft),  Skew: 20 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 7,  Number Of Approach Spans: 2,  Length of Maximum Span: 27.4m (89.9ft),  Curb or Sidewalk Widths: Left: 1.9m (6.2ft),  Right: 1.9m (6.2ft),  Curb-To-Curb Width: 24.1m (79.1ft),  Out-to-Out Width: 28.5m (93.5ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 44.4 metric tons,  Method Used To Determine Operating Rating: Assigned ratings based on Allowable Stress Design (ASD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned ratings based on Allowable Stress Design (ASD) reported in metric tons,  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,  Length Of Structure Improvement: 19.20m (62.99ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  Critical Feature Inspection Date: Febuary 2020,  Bridge Improvement Cost: $100,000,  Roadway Improvement Cost: $25,000,  Total Project Cost: $125,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 121020002713184,  Location: 0.75 MI E OF IH 610W (Lat: 29.729517,  Lng: -95.448078),  Route carried "on" structure: ServiceUS 59,  Year Built: 1977,  Status: Open,  Structure Length: 1.22m (4.00ft),  Average Daily Traffic: 2,450 (year 2013),  Truck Traffic: 6%,  Average Future Daily Traffic: 3,440 (year 2033),  Design Load: HS 20,  Features Intersected: DRAINAGE DITCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.980,  Lanes on structure: 2,  Owner: State 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: 1,  Length of Maximum Span: 12.2m (40.0ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 1.2m (3.9ft),  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: Fair,  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: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.22m (4.00ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  Bridge Improvement Cost: $2,000,  Roadway Improvement Cost: $1,000,  Total Project Cost: $3,000,  Deck Structure Type: Concrete Precast Panels

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Structure Number: 121020002713185,  Location: 0.75 MI E OF IH 610W (Lat: 29.730267,  Lng: -95.448033),  Route carried "on" structure: ServiceUS 59,  Year Built: 1977,  Status: Open,  Structure Length: 1.22m (4.00ft),  Average Daily Traffic: 5,370 (year 2013),  Truck Traffic: 6%,  Average Future Daily Traffic: 7,510 (year 2033),  Design Load: HS 20,  Features Intersected: DRAINAGE DITCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.980,  Lanes on structure: 2,  Owner: State 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: 1,  Length of Maximum Span: 12.2m (40.0ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 9.8m (32.2ft)

Condition: Deck: Satisfactory,  Superstructure: Very good,  Substructure: Very good,  Channel: Fair,  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: Equal to present desirable criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.22m (4.00ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  Deck Structure Type: Concrete Precast Panels

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Structure Number: 121020002713195,  Location: US 59 & SH 288 I/C (Lat: 29.733811,  Lng: -95.371722),  Route carried "on" structure: Ramp State highway 288,  Year Built: 1979,  Status: Open,  Structure Length: 5.03m (16.50ft),  Average Daily Traffic: 6,000 (year 2012),  Truck Traffic: 3%,  Average Future Daily Traffic: 12,000 (year 2031),  Design Load: HS 20,  Features Intersected: US 59 SB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.269,  Lanes on structure: 1,  Lanes under structure: 3,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 1,  Length of Maximum Span: 28.7m (94.2ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 10.2m (33.5ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 44.4 metric tons,  Method Used To Determine Operating Rating: Assigned ratings based on Allowable Stress Design (ASD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned ratings based on Allowable Stress Design (ASD) reported in metric tons,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Deck Structure Type: Corrugated Steel

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Structure Number: 121020002713196,  Location: SH 288 @ US 59 (Lat: 29.734361,  Lng: -95.370350),  Route carried "on" structure: State highway 288,  Year Built: 1979,  Status: Open,  Structure Length: 22.52m (73.88ft),  Average Daily Traffic: 66,000 (year 2013),  Truck Traffic: 7%,  Average Future Daily Traffic: 92,400 (year 2033),  Design Load: HS 20,  Features Intersected: US 59 NB & ALABAMA ST
Minimum Vertical Clearance: 5.18m (16.99ft),  Kilometerpoint: 2.208,  Lanes on structure: 3,  Lanes under structure: 7,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Skew: 9 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 8,  Number Of Approach Spans: 2,  Length of Maximum Span: 25.6m (84.0ft),  Curb-To-Curb Width: 17.1m (56.1ft),  Out-to-Out Width: 17.9m (58.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Critical Feature Inspection Date: Febuary 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 121020002713198,  Location: 0.5 MI SW OF BELTWAY 8 (Lat: 29.655319,  Lng: -95.564694),  Route carried "on" structure: ServiceInterstate 69,  Year Built: 1988,  Status: Open,  Structure Length: 4.57m (14.99ft),  Average Daily Traffic: 30,760 (year 2011),  Truck Traffic: 3%,  Average Future Daily Traffic: 43,060 (year 2031),  Design Load: HS 20,  Features Intersected: KEEGANS BAYOU
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 24.679,  Lanes on structure: 3,  Owner: State Highway Agency,  Approaching Roadway Width: 11.9m (39.0ft),  Skew: 4 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 22.9m (75.1ft),  Curb-To-Curb Width: 11.9m (39.0ft),  Out-to-Out Width: 12.7m (41.7ft)

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: High priority of corrective action,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.57m (14.99ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Bridge Improvement Cost: $12,000,  Roadway Improvement Cost: $3,000,  Total Project Cost: $15,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 121020002713199,  Location: 0.5 MI SW OF BELTWAY 8 (Lat: 29.655575,  Lng: -95.563272),  Route carried "on" structure: ServiceInterstate 69,  Year Built: 1988,  Status: Open,  Structure Length: 8.14m (26.71ft),  Average Daily Traffic: 30,550 (year 2010),  Truck Traffic: 3%,  Average Future Daily Traffic: 43,690 (year 2030),  Design Load: HS 20,  Features Intersected: KEEGANS BAYOU
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 24.573,  Lanes on structure: 3,  Owner: State Highway Agency,  Approaching Roadway Width: 11.9m (39.0ft),  Skew: 6 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 20.4m (66.9ft),  Curb-To-Curb Width: 11.9m (39.0ft),  Out-to-Out Width: 12.7m (41.7ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 8.23m (27.00ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Bridge Improvement Cost: $21,000,  Roadway Improvement Cost: $5,000,  Total Project Cost: $26,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 1210200027132,  Location: 4.0 Mi S of Westpark Toll (Lat: 29.660200,  Lng: -95.558528),  Route carried "on" structure: Interstate 69,  Year Built: 1988,  Status: Open,  Structure Length: 19.69m (64.60ft),  Average Daily Traffic: 94,130 (year 2011),  Truck Traffic: 7%,  Average Future Daily Traffic: 131,790 (year 2031),  Design Load: HS 20,  Features Intersected: BW 8 FR
Minimum Vertical Clearance: 5.69m (18.67ft),  Kilometerpoint: 23.717,  Lanes on structure: 3,  Lanes under structure: 9,  Owner: State Highway Agency,  Approaching Roadway Width: 17.7m (58.1ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 34.4m (112.9ft),  Curb-To-Curb Width: 17.7m (58.1ft),  Out-to-Out Width: 18.5m (60.7ft)

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

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Structure Number: 121020002713205,  Location: 4.0 Mi S of Westpark Toll (Lat: 29.663117,  Lng: -95.557628),  Route carried "on" structure: Ramp State highway 8,  Year Built: 1990,  Status: Open,  Structure Length: 69.62m (228.41ft),  Average Daily Traffic: 12,368 (year 2012),  Truck Traffic: 7%,  Average Future Daily Traffic: 110,960 (year 2032),  Design Load: HS 20,  Features Intersected: BW 8 & Connectors
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.345,  Lanes on structure: 1,  Lanes under structure: 24,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Number Of Approach Spans: 12,  Length of Maximum Span: 64.3m (211.0ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 10.0m (32.8ft)

Condition: Deck: Satisfactory,  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: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 121020002713206,  Location: 4.0 Mi S of Westpark Toll (Lat: 29.662886,  Lng: -95.558511),  Route carried "on" structure: Ramp Interstate 69,  Year Built: 1990,  Status: Open,  Structure Length: 77.66m (254.79ft),  Average Daily Traffic: 18,820 (year 2011),  Truck Traffic: 7%,  Average Future Daily Traffic: 26,350 (year 2031),  Design Load: HS 20,  Features Intersected: BW 8 & IH 69 NB On Ramp
Minimum Vertical Clearance: 5.64m (18.50ft),  Kilometerpoint: 24.430,  Lanes on structure: 2,  Lanes under structure: 15,  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 7,  Number Of Approach Spans: 10,  Length of Maximum Span: 67.7m (222.1ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 11.8m (38.7ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: 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: 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: November 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 121020002713207,  Location: 4.0 Mi S of Westpark Toll (Lat: 29.664222,  Lng: -95.555094),  Route carried "on" structure: Ramp Interstate 69,  Year Built: 1990,  Status: Open,  Structure Length: 44.99m (147.60ft),  Average Daily Traffic: 23,500 (year 2018),  Truck Traffic: 7%,  Average Future Daily Traffic: 26,350 (year 2031),  Design Load: HS 20,  Features Intersected: IH 69 SBFR & BW 8 NBFR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 23.142,  Lanes on structure: 1,  Lanes under structure: 7,  Owner: State Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Skew: 9 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Number Of Approach Spans: 7,  Length of Maximum Span: 61.0m (200.1ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 8.8m (28.9ft)

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

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Structure Number: 121020002713208,  Location: 1.90 MI W OF IH 610 W (Lat: 29.721875,  Lng: -95.493311),  Route carried "on" structure: US 59,  Year Built: 1993,  Year Reconstructed: 2003,  Status: Open,  Structure Length: 30.48m (100.00ft),  Average Daily Traffic: 146,960 (year 2011),  Truck Traffic: 6%,  Average Future Daily Traffic: 205,750 (year 2031),  Design Load: HS 20,  Features Intersected: WESTPARK DR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 14.502,  Lanes on structure: 6,  Lanes under structure: 10,  Owner: State Highway Agency,  Approaching Roadway Width: 26.8m (87.9ft),  Skew: 19 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Number Of Approach Spans: 6,  Length of Maximum Span: 50.0m (164.0ft),  Curb-To-Curb Width: 26.8m (87.9ft),  Out-to-Out Width: 27.7m (90.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 58.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 34.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: High priority of corrective action,  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: 121020002713209,  Location: 1.90 MI W OF IH 610 W (Lat: 29.721875,  Lng: -95.493578),  Route carried "on" structure: US 59,  Year Built: 1993,  Year Reconstructed: 2003,  Status: Open,  Structure Length: 30.48m (100.00ft),  Average Daily Traffic: 146,960 (year 2011),  Truck Traffic: 6%,  Average Future Daily Traffic: 205,750 (year 2031),  Design Load: HS 20,  Features Intersected: WESTPARK DR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 14.505,  Lanes on structure: 6,  Lanes under structure: 10,  Owner: State Highway Agency,  Approaching Roadway Width: 26.8m (87.9ft),  Skew: 19 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Number Of Approach Spans: 7,  Length of Maximum Span: 50.0m (164.0ft),  Curb-To-Curb Width: 26.8m (87.9ft),  Out-to-Out Width: 27.7m (90.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 68.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 40.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: High priority of corrective action,  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: 12102000271321,  Location: 1.5 MI W OF IH 610 W (Lat: 29.725642,  Lng: -95.484214),  Route carried "on" structure: US 59,  Year Built: 1993,  Status: Open,  Structure Length: 8.53m (27.99ft),  Average Daily Traffic: 146,960 (year 2011),  Truck Traffic: 6%,  Average Future Daily Traffic: 205,750 (year 2031),  Design Load: HS 20,  Features Intersected: FOUNTAINVIEW DR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 13.584,  Lanes on structure: 7,  Lanes under structure: 10,  Owner: State Highway Agency,  Approaching Roadway Width: 33.2m (108.9ft),  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: 36.6m (120.1ft),  Curb-To-Curb Width: 33.3m (109.3ft),  Out-to-Out Width: 34.4m (112.9ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 8.53m (27.99ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Bridge Improvement Cost: $370,000,  Roadway Improvement Cost: $93,000,  Total Project Cost: $463,000,  Deck Structure Type: Concrete Precast Panels

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Structure Number: 121020002713211,  Location: 1.5 MI W OF IH 610 W (Lat: 29.725819,  Lng: -95.484214),  Route carried "on" structure: US 59,  Year Built: 1993,  Status: Open,  Structure Length: 8.53m (27.99ft),  Average Daily Traffic: 146,960 (year 2011),  Truck Traffic: 6%,  Average Future Daily Traffic: 205,750 (year 2031),  Design Load: HS 20,  Features Intersected: FOUNTAINVIEW DR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 13.584,  Lanes on structure: 7,  Lanes under structure: 10,  Owner: State Highway Agency,  Approaching Roadway Width: 33.2m (108.9ft),  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: 36.6m (120.1ft),  Curb-To-Curb Width: 33.3m (109.3ft),  Out-to-Out Width: 34.4m (112.9ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 8.53m (27.99ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Bridge Improvement Cost: $370,000,  Roadway Improvement Cost: $93,000,  Total Project Cost: $463,000,  Deck Structure Type: Concrete Precast Panels

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Structure Number: 121020002713212,  Location: 1.6 MI W OF IH 610 (Lat: 29.725486,  Lng: -95.481928),  Route carried "on" structure: Ramp US 59,  Year Built: 1993,  Status: Open,  Structure Length: 42.06m (137.99ft),  Average Daily Traffic: 29,390 (year 2011),  Truck Traffic: 6%,  Average Future Daily Traffic: 41,150 (year 2031),  Features Intersected: FOUNTAINVIEW DR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 13.557,  Lanes on structure: 1,  Lanes under structure: 10,  Owner: State Highway Agency,  Approaching Roadway Width: 4.3m (14.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 13,  Length of Maximum Span: 36.6m (120.1ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.2m (26.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 68.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 40.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 42.06m (137.99ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Critical Feature Inspection Date: Febuary 2020,  Deck Structure Type: Concrete Precast Panels

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Structure Number: 121020002713213,  Location: 1.00 MI W OF IH 610 W (Lat: 29.726042,  Lng: -95.477581),  Route carried "on" structure: Ramp US 59,  Year Built: 1993,  Status: Open,  Structure Length: 35.30m (115.81ft),  Average Daily Traffic: 29,390 (year 2011),  Truck Traffic: 6%,  Average Future Daily Traffic: 41,150 (year 2031),  Design Load: HS 20,  Features Intersected: CHIMNEY ROCK RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 13.153,  Lanes on structure: 1,  Lanes under structure: 9,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Number Of Approach Spans: 8,  Length of Maximum Span: 48.5m (159.1ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.2m (26.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 35.30m (115.81ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Critical Feature Inspection Date: Febuary 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 121020002713214,  Location: 1.00 MI W OF IH 610 W (Lat: 29.725719,  Lng: -95.476444),  Route carried "on" structure: US 59,  Year Built: 1993,  Year Reconstructed: 2013,  Status: Open,  Structure Length: 8.08m (26.51ft),  Average Daily Traffic: 146,960 (year 2011),  Truck Traffic: 6%,  Average Future Daily Traffic: 205,750 (year 2031),  Design Load: HS 20,  Features Intersected: CHIMNEY ROCK RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 12.786,  Lanes on structure: 8,  Lanes under structure: 9,  Owner: State Highway Agency,  Approaching Roadway Width: 29.9m (98.1ft),  Skew: 30 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 29.6m (97.1ft),  Curb-To-Curb Width: 29.9m (98.1ft),  Out-to-Out Width: 34.3m (112.5ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Meets minimum limits,  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: 121020002713215,  Location: 1.00 MI W OF IH 610 W (Lat: 29.725903,  Lng: -95.476453),  Route carried "on" structure: US 59,  Year Built: 1993,  Status: Open,  Structure Length: 8.08m (26.51ft),  Average Daily Traffic: 146,960 (year 2011),  Truck Traffic: 6%,  Average Future Daily Traffic: 205,750 (year 2031),  Design Load: HS 20,  Features Intersected: CHIMNEY ROCK RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 12.786,  Lanes on structure: 6,  Lanes under structure: 9,  Owner: State Highway Agency,  Approaching Roadway Width: 29.9m (98.1ft),  Skew: 30 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 29.6m (97.1ft),  Curb-To-Curb Width: 26.8m (87.9ft),  Out-to-Out Width: 31.1m (102.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 8.08m (26.51ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Deck Structure Type: Concrete Precast Panels

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Structure Number: 121020002713217,  Location: 0.3 MI W OF IH 610W (Lat: 29.726847,  Lng: -95.465442),  Route carried "on" structure: Ramp US 59,  Year Built: 1993,  Status: Open,  Structure Length: 33.86m (111.09ft),  Average Daily Traffic: 10,000 (year 2014),  Truck Traffic: 7%,  Average Future Daily Traffic: 234,660 (year 2034),  Design Load: HS 20,  Features Intersected: US 59 NB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 11.748,  Lanes on structure: 1,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Skew: 9 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Number Of Approach Spans: 5,  Length of Maximum Span: 50.3m (165.0ft),  Curb-To-Curb Width: 6.2m (20.3ft),  Out-to-Out Width: 7.1m (23.3ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Critical Feature Inspection Date: Febuary 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 121020002713218,  Location: 0.3 MI E OF IH 610W (Lat: 29.729775,  Lng: -95.457106),  Route carried "on" structure: Ramp US 59,  Year Built: 1993,  Status: Open,  Structure Length: 49.68m (162.99ft),  Average Daily Traffic: 29,210 (year 2010),  Truck Traffic: 6%,  Average Future Daily Traffic: 40,890 (year 2030),  Design Load: HS 20,  Features Intersected: US 59 NB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 10.990,  Lanes on structure: 1,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Skew: 9 degrees,  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: 61.0m (200.1ft),  Curb-To-Curb Width: 6.7m (22.0ft),  Out-to-Out Width: 7.6m (24.9ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Satisfactory,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Critical Feature Inspection Date: Febuary 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 121020002713225,  Location: IH 45/US 59 INTERCHANGE (Lat: 29.743956,  Lng: -95.362314),  Route carried "on" structure: Ramp US 59,  Year Built: 1972,  Status: Open,  Structure Length: 49.26m (161.61ft),  Average Daily Traffic: 19,390 (year 2013),  Truck Traffic: 8%,  Average Future Daily Traffic: 27,140 (year 2033),  Design Load: HS 20,  Features Intersected: US 59 NB;RP G; CITY STS
Minimum Vertical Clearance: 4.93m (16.17ft),  Kilometerpoint: 0.787,  Lanes on structure: 1,  Lanes under structure: 29,  Owner: State Highway Agency,  Approaching Roadway Width: 6.4m (21.0ft),  Skew: 9 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Number Of Approach Spans: 17,  Length of Maximum Span: 48.5m (159.1ft),  Curb-To-Curb Width: 6.4m (21.0ft),  Out-to-Out Width: 7.8m (25.6ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Fair,  Operating Rating: 44.4 metric tons,  Method Used To Determine Operating Rating: Assigned ratings based on Allowable Stress Design (ASD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned ratings based on Allowable Stress Design (ASD) reported in metric tons,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 49.26m (161.61ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  Critical Feature Inspection Date: April 2020,  Bridge Improvement Cost: $743,000,  Roadway Improvement Cost: $186,000,  Total Project Cost: $929,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 121020002713228,  Location: IH 45/US 59 INTERCHANGE (Lat: 29.745664,  Lng: -95.362217),  Route carried "on" structure: Ramp US 59,  Year Built: 1972,  Status: Open,  Structure Length: 75.74m (248.49ft),  Average Daily Traffic: 15,286 (year 2010),  Truck Traffic: 9%,  Average Future Daily Traffic: 20,480 (year 2028),  Design Load: HS 20,  Features Intersected: MISC CITY STREETS
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.837,  Lanes on structure: 1,  Lanes under structure: 28,  Owner: State Highway Agency,  Approaching Roadway Width: 6.4m (21.0ft),  Skew: 9 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Number Of Approach Spans: 30,  Length of Maximum Span: 29.9m (98.1ft),  Curb-To-Curb Width: 6.4m (21.0ft),  Out-to-Out Width: 7.7m (25.3ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 44.4 metric tons,  Method Used To Determine Operating Rating: Assigned ratings based on Allowable Stress Design (ASD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned ratings based on Allowable Stress Design (ASD) reported in metric tons,  Structural Evaluation: Equal to 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: 75.74m (248.49ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  Critical Feature Inspection Date: Febuary 2020,  Bridge Improvement Cost: $1,143,000,  Roadway Improvement Cost: $286,000,  Total Project Cost: $1,429,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 12102000271323,  Location: 4.0 Mi S of Westpark Toll (Lat: 29.661092,  Lng: -95.558342),  Route carried "on" structure: Ramp Interstate 69,  Year Built: 1988,  Status: Open,  Structure Length: 6.55m (21.49ft),  Average Daily Traffic: 18,820 (year 2011),  Truck Traffic: 7%,  Average Future Daily Traffic: 26,350 (year 2031),  Design Load: HS 20,  Features Intersected: BW 8 SBFR
Minimum Vertical Clearance: 13.01m (42.68ft),  Kilometerpoint: 23.717,  Lanes on structure: 1,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 34.1m (111.9ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.2m (26.9ft)

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

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Structure Number: 121020002713231,  Location: 4.0 Mi S of Westpark Toll (Lat: 29.660106,  Lng: -95.558467),  Route carried "on" structure: Ramp Interstate 69,  Year Built: 1988,  Status: Open,  Structure Length: 6.74m (22.11ft),  Average Daily Traffic: 18,820 (year 2011),  Truck Traffic: 7%,  Average Future Daily Traffic: 26,350 (year 2031),  Design Load: HS 20,  Features Intersected: BW 8 SBFR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 23.717,  Lanes on structure: 1,  Lanes under structure: 5,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 35.1m (115.2ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.2m (26.9ft)

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

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Structure Number: 121020002713232,  Location: 4.0 Mi S of Westpark Toll (Lat: 29.661886,  Lng: -95.557414),  Route carried "on" structure: Interstate 69,  Year Built: 1988,  Status: Open,  Structure Length: 19.69m (64.60ft),  Average Daily Traffic: 94,130 (year 2011),  Truck Traffic: 7%,  Average Future Daily Traffic: 131,790 (year 2031),  Design Load: HS 20,  Features Intersected: BW 8 FR
Minimum Vertical Clearance: 5.69m (18.67ft),  Kilometerpoint: 23.717,  Lanes on structure: 4,  Lanes under structure: 9,  Owner: State Highway Agency,  Approaching Roadway Width: 23.8m (78.1ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 34.4m (112.9ft),  Curb-To-Curb Width: 23.9m (78.4ft),  Out-to-Out Width: 25.5m (83.7ft)

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

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Structure Number: 121020002713233,  Location: IH 45/US 59 INTERCHANGE (Lat: 29.743469,  Lng: -95.361786),  Route carried "on" structure: Ramp US 59,  Year Built: 1974,  Status: Open,  Structure Length: 37.58m (123.29ft),  Average Daily Traffic: 18,820 (year 2011),  Truck Traffic: 7%,  Average Future Daily Traffic: 26,350 (year 2031),  Design Load: HS 20,  Features Intersected: US 59 NB & MISC STREETS
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 19.735,  Lanes on structure: 2,  Lanes under structure: 17,  Owner: State Highway Agency,  Approaching Roadway Width: 10.1m (33.1ft),  Skew: 9 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Number Of Approach Spans: 10,  Length of Maximum Span: 53.3m (174.9ft),  Curb-To-Curb Width: 10.5m (34.4ft),  Out-to-Out Width: 11.8m (38.7ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 44.4 metric tons,  Method Used To Determine Operating Rating: Assigned ratings based on Allowable Stress Design (ASD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned ratings based on Allowable Stress Design (ASD) reported in metric tons,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 31.27m (102.59ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  Critical Feature Inspection Date: April 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 121020002713235,  Location: IH 45/US 59 INTERCHANGE (Lat: 29.744450,  Lng: -95.363703),  Route carried "on" structure: Ramp US 59,  Year Built: 1974,  Status: Open,  Structure Length: 53.71m (176.21ft),  Average Daily Traffic: 15,070 (year 2010),  Truck Traffic: 9%,  Average Future Daily Traffic: 22,860 (year 2028),  Design Load: HS 20,  Features Intersected: US 59 SB & IH 45 SB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.106,  Lanes on structure: 2,  Lanes under structure: 20,  Owner: State Highway Agency,  Approaching Roadway Width: 10.1m (33.1ft),  Skew: 9 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 6,  Number Of Approach Spans: 14,  Length of Maximum Span: 53.3m (174.9ft),  Curb-To-Curb Width: 10.5m (34.4ft),  Out-to-Out Width: 11.8m (38.7ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Operating Rating: 44.4 metric tons,  Method Used To Determine Operating Rating: Assigned ratings based on Allowable Stress Design (ASD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned ratings based on Allowable Stress Design (ASD) reported in metric tons,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Better than present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 53.71m (176.21ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  Critical Feature Inspection Date: April 2020,  Bridge Improvement Cost: $123,000,  Roadway Improvement Cost: $31,000,  Total Project Cost: $154,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 121020002713237,  Location: 3.5 MI NE of Bwy 8 (Lat: 29.700456,  Lng: -95.517797),  Route carried "on" structure: Interstate 69,  Year Built: 1992,  Status: Open,  Structure Length: 8.56m (28.08ft),  Average Daily Traffic: 112,270 (year 2011),  Truck Traffic: 6%,  Average Future Daily Traffic: 157,180 (year 2031),  Design Load: HS 20,  Features Intersected: Fondren Rd
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 17.928,  Lanes on structure: 6,  Lanes under structure: 10,  Owner: State Highway Agency,  Approaching Roadway Width: 26.5m (86.9ft),  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: 34.4m (112.9ft),  Curb-To-Curb Width: 26.6m (87.3ft),  Out-to-Out Width: 27.7m (90.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 8.56m (28.08ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Bridge Improvement Cost: $309,000,  Roadway Improvement Cost: $77,000,  Total Project Cost: $386,000,  Deck Structure Type: Concrete Precast Panels

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Structure Number: 121020002713238,  Location: 3.5 MI NE of Bwy 8 (Lat: 29.700294,  Lng: -95.517614),  Route carried "on" structure: Interstate 69,  Year Built: 1992,  Status: Open,  Structure Length: 8.56m (28.08ft),  Average Daily Traffic: 112,270 (year 2011),  Truck Traffic: 6%,  Average Future Daily Traffic: 157,180 (year 2031),  Design Load: HS 20,  Features Intersected: Fondren Rd
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 17.928,  Lanes on structure: 6,  Lanes under structure: 10,  Owner: State Highway Agency,  Approaching Roadway Width: 26.5m (86.9ft),  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: 34.4m (112.9ft),  Curb-To-Curb Width: 26.6m (87.3ft),  Out-to-Out Width: 27.7m (90.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 8.56m (28.08ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Deck Structure Type: Concrete Precast Panels

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Structure Number: 121020002713239,  Location: 4.0 MI NE of Bwy 8 (Lat: 29.704481,  Lng: -95.513225),  Route carried "on" structure: Interstate 69,  Year Built: 1992,  Status: Open,  Structure Length: 11.34m (37.20ft),  Average Daily Traffic: 112,270 (year 2011),  Truck Traffic: 6%,  Average Future Daily Traffic: 157,180 (year 2031),  Design Load: HS 20,  Features Intersected: Bellaire Blvd
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 17.276,  Lanes on structure: 6,  Lanes under structure: 11,  Owner: State Highway Agency,  Approaching Roadway Width: 26.5m (86.9ft),  Skew: 32 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 42.7m (140.1ft),  Curb-To-Curb Width: 26.6m (87.3ft),  Out-to-Out Width: 27.7m (90.9ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 60.8 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: 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: 11.34m (37.20ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 12102000271324,  Location: 4.0 MI NE of Bwy 8 (Lat: 29.704356,  Lng: -95.513061),  Route carried "on" structure: Interstate 69,  Year Built: 1992,  Status: Open,  Structure Length: 11.34m (37.20ft),  Average Daily Traffic: 112,270 (year 2011),  Truck Traffic: 6%,  Average Future Daily Traffic: 157,180 (year 2031),  Design Load: HS 20,  Features Intersected: Bellaire Blvd
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 17.276,  Lanes on structure: 6,  Lanes under structure: 11,  Owner: State Highway Agency,  Approaching Roadway Width: 26.5m (86.9ft),  Skew: 32 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 42.7m (140.1ft),  Curb-To-Curb Width: 26.6m (87.3ft),  Out-to-Out Width: 27.7m (90.9ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 60.8 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: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 11.34m (37.20ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 121020002713241,  Location: 0.6 MI SW OF WESTPARK (Lat: 29.716822,  Lng: -95.499308),  Route carried "on" structure: US 59,  Year Built: 1992,  Status: Open,  Structure Length: 8.63m (28.31ft),  Average Daily Traffic: 112,270 (year 2011),  Truck Traffic: 6%,  Average Future Daily Traffic: 157,180 (year 2031),  Design Load: HS 20,  Features Intersected: HILLCROFT AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 15.363,  Lanes on structure: 5,  Lanes under structure: 10,  Owner: State Highway Agency,  Approaching Roadway Width: 26.5m (86.9ft),  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: 35.1m (115.2ft),  Curb-To-Curb Width: 23.6m (77.4ft),  Out-to-Out Width: 27.7m (90.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 8.63m (28.31ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Deck Structure Type: Concrete Precast Panels

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Structure Number: 121020002713242,  Location: 0.6 MI SW OF WESTPARK (Lat: 29.716694,  Lng: -95.499161),  Route carried "on" structure: US 59,  Year Built: 1992,  Status: Open,  Structure Length: 8.63m (28.31ft),  Average Daily Traffic: 112,270 (year 2011),  Truck Traffic: 6%,  Average Future Daily Traffic: 157,180 (year 2031),  Design Load: HS 20,  Features Intersected: HILLCROFT AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 15.363,  Lanes on structure: 5,  Lanes under structure: 10,  Owner: State Highway Agency,  Approaching Roadway Width: 26.5m (86.9ft),  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: 35.1m (115.2ft),  Curb-To-Curb Width: 23.6m (77.4ft),  Out-to-Out Width: 27.7m (90.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 8.63m (28.31ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Deck Structure Type: Concrete Precast Panels

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Structure Number: 121020002713243,  Location: 2.2 MI W OF IH 610 (Lat: 29.720725,  Lng: -95.494753),  Route carried "on" structure: Ramp US 59,  Year Built: 1992,  Status: Open,  Structure Length: 79.25m (260.01ft),  Average Daily Traffic: 24,650 (year 2010),  Truck Traffic: 6%,  Average Future Daily Traffic: 34,520 (year 2030),  Design Load: HS 20,  Features Intersected: US 59 SBML
Minimum Vertical Clearance: 6.10m (20.01ft),  Kilometerpoint: 14.870,  Lanes on structure: 1,  Lanes under structure: 5,  Owner: State Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Skew: 29 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Number Of Approach Spans: 30,  Length of Maximum Span: 26.5m (86.9ft),  Curb-To-Curb Width: 6.5m (21.3ft),  Out-to-Out Width: 7.1m (23.3ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 79.25m (260.01ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Critical Feature Inspection Date: Febuary 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 121020002713244,  Location: 2.2 MI SW OF IH 610 (Lat: 29.720800,  Lng: -95.495142),  Route carried "on" structure: Ramp US 59,  Year Built: 1992,  Status: Open,  Structure Length: 28.13m (92.29ft),  Average Daily Traffic: 29,020 (year 2010),  Truck Traffic: 8%,  Average Future Daily Traffic: 46,630 (year 2027),  Design Load: HS 20,  Features Intersected: US 59 SBFR,  Facility Carried by Structure: HILLCROFT T-RP
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 15.374,  Lanes on structure: 2,  Lanes under structure: 3,  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Skew: 20 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 8,  Number Of Approach Spans: 5,  Length of Maximum Span: 30.5m (100.1ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 10.0m (32.8ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Meets minimum limits,  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: 121020002713245,  Location: 0.5 MI S of Bissonnet (Lat: 29.670772,  Lng: -95.547944),  Route carried "on" structure: Ramp US 69,  Year Built: 1992,  Status: Open,  Structure Length: 30.18m (99.02ft),  Average Daily Traffic: 21,770 (year 2012),  Truck Traffic: 7%,  Average Future Daily Traffic: 40,610 (year 2032),  Design Load: HS 20,  Features Intersected: IH 69 / US 59 SB FR,  Facility Carried by Structure: Westwood P&R T-Rmp
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.170,  Lanes on structure: 2,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 13,  Length of Maximum Span: 24.4m (80.1ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 10.6m (34.8ft)

Condition: Deck: Satisfactory,  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: Meets minimum limits,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 30.18m (99.02ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Deck Structure Type: Concrete Precast Panels

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Structure Number: 121020002713246,  Location: 0.8 MI NE OF BW8 (Lat: 29.670433,  Lng: -95.547919),  Route carried "on" structure: Ramp Interstate 69,  Year Built: 1992,  Status: Open,  Structure Length: 89.00m (291.99ft),  Average Daily Traffic: 21,770 (year 2012),  Truck Traffic: 7%,  Average Future Daily Traffic: 40,610 (year 2032),  Design Load: HS 20,  Features Intersected: IH 69 / US 59 SB ML
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 22.289,  Lanes on structure: 1,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 34,  Length of Maximum Span: 61.0m (200.1ft),  Curb-To-Curb Width: 6.2m (20.3ft),  Out-to-Out Width: 7.1m (23.3ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 89.00m (291.99ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Bridge Improvement Cost: $1,197,000,  Roadway Improvement Cost: $299,000,  Total Project Cost: $1,496,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 121020002713247,  Location: 1.1MI NE of Bwy 8 (Lat: 29.675967,  Lng: -95.542069),  Route carried "on" structure: Interstate 69,  Year Built: 1992,  Status: Open,  Structure Length: 14.33m (47.01ft),  Average Daily Traffic: 94,130 (year 2011),  Truck Traffic: 7%,  Average Future Daily Traffic: 131,790 (year 2031),  Design Load: HS 20,  Features Intersected: Bissonnet St
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 21.488,  Lanes on structure: 6,  Lanes under structure: 10,  Owner: State Highway Agency,  Approaching Roadway Width: 26.5m (86.9ft),  Skew: 34 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 57.9m (190.0ft),  Curb-To-Curb Width: 26.6m (87.3ft),  Out-to-Out Width: 27.7m (90.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 68.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 40.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 14.33m (47.01ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Deck Structure Type: Concrete Cast-file-Place