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

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Structure Number: 121020050003292,  Location: 1.20 MI NW OF FM 1959 (Lat: 29.598981,  Lng: -95.197708),  Route carried "on" structure: State highway 2553,  Year Built: 1989,  Status: Open,  Structure Length: 11.86m (38.91ft),  Average Daily Traffic: 7,350 (year 2013),  Truck Traffic: 5%,  Average Future Daily Traffic: 10,290 (year 2033),  Design Load: HS 20,  Features Intersected: IH 45
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.184,  Lanes on structure: 4,  Lanes under structure: 17,  Owner: State Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Skew: 20 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 33.5m (109.9ft),  Curb or Sidewalk Widths: Left: 2.0m (6.6ft),  Right: 0.0m,  Curb-To-Curb Width: 14.5m (47.6ft),  Out-to-Out Width: 18.7m (61.4ft)

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: High priority of replacement,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 11.86m (38.91ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  Bridge Improvement Cost: $37,000,  Roadway Improvement Cost: $9,000,  Total Project Cost: $46,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 121020050003293,  Location: 1.5 MI SE OF IH 610 (Lat: 29.680311,  Lng: -95.271925),  Route carried "on" structure: ServiceInterstate 45,  Year Built: 1994,  Status: Open,  Structure Length: 10.97m (35.99ft),  Average Daily Traffic: 5,710 (year 2013),  Truck Traffic: 6%,  Average Future Daily Traffic: 7,990 (year 2033),  Design Load: HS 20,  Features Intersected: SIMS BAYOU
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 24.480,  Lanes on structure: 3,  Owner: State Highway Agency,  Approaching Roadway Width: 10.7m (35.1ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 36.6m (120.1ft),  Curb or Sidewalk Widths: Left: 1.9m (6.2ft),  Right: 0.0m,  Curb-To-Curb Width: 10.6m (34.8ft),  Out-to-Out Width: 13.2m (43.3ft)

Condition: Deck: Satisfactory,  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 replacement,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 10.97m (35.99ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Bridge Improvement Cost: $25,000,  Roadway Improvement Cost: $6,000,  Total Project Cost: $31,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 121020050003294,  Location: 1.5 MI SE OF IH 610 (Lat: 29.680283,  Lng: -95.272794),  Route carried "on" structure: ServiceInterstate 45,  Year Built: 1994,  Status: Open,  Structure Length: 10.97m (35.99ft),  Average Daily Traffic: 1,420 (year 2013),  Truck Traffic: 6%,  Average Future Daily Traffic: 1,990 (year 2033),  Design Load: HS 20,  Features Intersected: SIMS BAYOU
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 24.488,  Lanes on structure: 3,  Owner: State Highway Agency,  Approaching Roadway Width: 10.7m (35.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 36.6m (120.1ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.9m (6.2ft),  Curb-To-Curb Width: 10.6m (34.8ft),  Out-to-Out Width: 13.2m (43.3ft)

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 replacement,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 10.97m (35.99ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Bridge Improvement Cost: $25,000,  Roadway Improvement Cost: $6,000,  Total Project Cost: $31,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 121020050003295,  Location: 1.5 MI SE OF IH 610 (Lat: 29.680747,  Lng: -95.273214),  Route carried "on" structure: Interstate 45,  Year Built: 1992,  Status: Open,  Structure Length: 10.97m (35.99ft),  Average Daily Traffic: 113,880 (year 2017),  Truck Traffic: 7%,  Average Future Daily Traffic: 169,220 (year 2033),  Design Load: HS 20,  Features Intersected: SIMS BAYOU
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 24.488,  Lanes on structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 21.3m (69.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 36.6m (120.1ft),  Curb-To-Curb Width: 21.6m (70.9ft),  Out-to-Out Width: 22.4m (73.5ft)

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: Better than present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 121020050003296,  Location: 1.5 MI SE OF IH 610 (Lat: 29.680508,  Lng: -95.272342),  Route carried "on" structure: Interstate 45,  Year Built: 1992,  Status: Open,  Structure Length: 10.97m (35.99ft),  Average Daily Traffic: 133,533 (year 2017),  Truck Traffic: 7%,  Average Future Daily Traffic: 169,220 (year 2033),  Design Load: HS 20,  Features Intersected: SIMS BAYOU
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 24.488,  Lanes on structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 28.0m (91.9ft),  Skew: 30 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 36.6m (120.1ft),  Curb-To-Curb Width: 28.0m (91.9ft),  Out-to-Out Width: 29.4m (96.5ft)

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

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Structure Number: 121020050003297,  Location: 2.0 MI SE OF IH 610 (Lat: 29.675625,  Lng: -95.267892),  Route carried "on" structure: Interstate 45,  Year Built: 1992,  Status: Open,  Structure Length: 8.44m (27.69ft),  Average Daily Traffic: 113,880 (year 2017),  Truck Traffic: 7%,  Average Future Daily Traffic: 169,220 (year 2033),  Design Load: HS 20,  Features Intersected: BELLFORT AVE/HOWARD DR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 23.788,  Lanes on structure: 5,  Lanes under structure: 10,  Owner: State Highway Agency,  Approaching Roadway Width: 25.0m (82.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 32.6m (107.0ft),  Curb-To-Curb Width: 25.0m (82.0ft),  Out-to-Out Width: 25.8m (84.6ft)

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: 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: September 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 121020050003298,  Location: 2.0 MI SE OF IH 610 (Lat: 29.675733,  Lng: -95.267731),  Route carried "on" structure: Interstate 45,  Year Built: 1992,  Status: Open,  Structure Length: 8.44m (27.69ft),  Average Daily Traffic: 133,533 (year 2017),  Truck Traffic: 7%,  Average Future Daily Traffic: 169,220 (year 2033),  Design Load: HS 20,  Features Intersected: BELLFORT AVE/HOWARD DR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 23.788,  Lanes on structure: 6,  Lanes under structure: 10,  Owner: State Highway Agency,  Approaching Roadway Width: 31.4m (103.0ft),  Skew: 30 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 32.6m (107.0ft),  Curb-To-Curb Width: 31.2m (102.4ft),  Out-to-Out Width: 32.7m (107.3ft)

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: 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: September 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 121020050003299,  Location: 2.6 MI SE OF IH 610 (Lat: 29.669147,  Lng: -95.262467),  Route carried "on" structure: Interstate 45,  Year Built: 1991,  Status: Open,  Structure Length: 8.69m (28.51ft),  Average Daily Traffic: 113,880 (year 2017),  Truck Traffic: 7%,  Average Future Daily Traffic: 109,240 (year 2033),  Design Load: HS 20,  Features Intersected: SH 3 (MONROE RD)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 22.890,  Lanes on structure: 4,  Lanes under structure: 10,  Owner: State Highway Agency,  Approaching Roadway Width: 21.3m (69.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 2,  Length of Maximum Span: 35.1m (115.2ft),  Curb-To-Curb Width: 21.3m (69.9ft),  Out-to-Out Width: 22.1m (72.5ft)

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: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 8.69m (28.51ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 1210200500033,  Location: 2.6 MI SE OF IH 610 (Lat: 29.669244,  Lng: -95.262289),  Route carried "on" structure: Interstate 45,  Year Built: 1991,  Status: Open,  Structure Length: 8.69m (28.51ft),  Average Daily Traffic: 81,257 (year 2017),  Truck Traffic: 7%,  Average Future Daily Traffic: 109,240 (year 2033),  Design Load: HS 20,  Features Intersected: SH 3 (MONROE RD)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 22.890,  Lanes on structure: 5,  Lanes under structure: 10,  Owner: State Highway Agency,  Approaching Roadway Width: 27.7m (90.9ft),  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: 27.6m (90.6ft),  Out-to-Out Width: 29.0m (95.1ft)

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: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 8.69m (28.51ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 121020050003301,  Location: 0.15 MI SE OF SH 3/MONROE (Lat: 29.667097,  Lng: -95.260878),  Route carried "on" structure: Interstate 45,  Year Built: 1991,  Status: Open,  Structure Length: 3.47m (11.38ft),  Average Daily Traffic: 81,257 (year 2017),  Truck Traffic: 7%,  Average Future Daily Traffic: 109,240 (year 2033),  Design Load: HS 20,  Features Intersected: BERRY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 22.645,  Lanes on structure: 5,  Owner: State Highway Agency,  Approaching Roadway Width: 27.4m (89.9ft),  Skew: 34 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 34.7m (113.8ft),  Curb-To-Curb Width: 28.0m (91.9ft),  Out-to-Out Width: 29.0m (95.1ft)

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: Superior to present desirable criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.47m (11.38ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Bridge Improvement Cost: $87,000,  Roadway Improvement Cost: $22,000,  Total Project Cost: $109,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 121020050003302,  Location: @ IH 10 & IH 45 (Lat: 29.779806,  Lng: -95.368739),  Route carried "on" structure: Ramp Interstate 45,  Year Built: 1990,  Status: Open,  Structure Length: 56.66m (185.89ft),  Average Daily Traffic: 21,330 (year 2013),  Truck Traffic: 7%,  Average Future Daily Traffic: 29,860 (year 2033),  Features Intersected: WHITE OAK BYU / IH10 WB
Minimum Vertical Clearance: 6.40m (21.00ft),  Kilometerpoint: 40.242,  Lanes on structure: 1,  Lanes under structure: 12,  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: 3,  Number Of Approach Spans: 15,  Length of Maximum Span: 53.3m (174.9ft),  Curb-To-Curb Width: 6.1m (20.0ft),  Out-to-Out Width: 6.9m (22.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 68.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 40.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: High priority of corrective action,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 56.66m (185.89ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 121020050003303,  Location: 0.10 MI E OF IH 45 (Lat: 29.770503,  Lng: -95.365664),  Route carried "on" structure: Ramp Interstate 45,  Year Built: 1990,  Status: Open,  Structure Length: 7.59m (24.90ft),  Average Daily Traffic: 18,430 (year 2013),  Truck Traffic: 7%,  Average Future Daily Traffic: 25,810 (year 2033),  Design Load: HS 20,  Features Intersected: LOUISIANA ST ENT RAMP G
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 35.361,  Lanes on structure: 1,  Lanes under structure: 3,  Owner: State Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Skew: 6 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Number Of Approach Spans: 1,  Length of Maximum Span: 30.2m (99.1ft),  Curb-To-Curb Width: 6.1m (20.0ft),  Out-to-Out Width: 6.9m (22.6ft)

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: Somewhat better than minimum adequacy,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 7.59m (24.90ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 121020050003304,  Location: 1.6 MI S OF SH 249 (Lat: 29.875911,  Lng: -95.411481),  Route carried "on" structure: Interstate 45,  Year Built: 1990,  Status: Open,  Structure Length: 5.49m (18.01ft),  Average Daily Traffic: 208,670 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 164,160 (year 2033),  Design Load: HS 20,  Features Intersected: SPUR 261
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 52.400,  Lanes on structure: 6,  Lanes under structure: 3,  Owner: State Highway Agency,  Approaching Roadway Width: 28.7m (94.2ft),  Skew: 39 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 27.4m (89.9ft),  Curb-To-Curb Width: 28.9m (94.8ft),  Out-to-Out Width: 30.4m (99.7ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 67.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 39.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 121020050003305,  Location: 0.5 MI SE OF SH 3/MONROE (Lat: 29.663139,  Lng: -95.258472),  Route carried "on" structure: Interstate 45,  Year Built: 1996,  Status: Open,  Structure Length: 70.96m (232.81ft),  Average Daily Traffic: 132,815 (year 2020),  Truck Traffic: 9%,  Average Future Daily Traffic: 116,270 (year 2029),  Design Load: HS 20,  Features Intersected: IH 45 ML
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 21.792,  Lanes on structure: 1,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 6.4m (21.0ft),  Material/Design: Steel,  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: 6.2m (20.3ft),  Out-to-Out Width: 7.1m (23.3ft)

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: High priority of replacement,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 121020050003306,  Location: 0.5 MI SE OF SH 3/MONROE (Lat: 29.663250,  Lng: -95.258125),  Route carried "on" structure: Ramp Interstate 45,  Year Built: 1996,  Status: Open,  Structure Length: 10.73m (35.20ft),  Average Daily Traffic: 14,995 (year 2010),  Truck Traffic: 5%,  Average Future Daily Traffic: 1,770 (year 2030),  Design Load: HS 20,  Features Intersected: IH 45 NB FR & EASTHAVEN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 21.792,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 18.3m (60.0ft),  Curb-To-Curb Width: 10.6m (34.8ft),  Out-to-Out Width: 11.8m (38.7ft)

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

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Structure Number: 121020050003307,  Location: 0.5 MI SE OF SH 3/MONROE (Lat: 29.662994,  Lng: -95.258622),  Route carried "on" structure: Ramp Interstate 45,  Year Built: 1996,  Status: Open,  Structure Length: 10.97m (35.99ft),  Average Daily Traffic: 14,995 (year 2010),  Truck Traffic: 5%,  Average Future Daily Traffic: 1,770 (year 2030),  Design Load: HS 20,  Features Intersected: IH 45 SB FR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 21.792,  Lanes on structure: 2,  Lanes under structure: 3,  Owner: State Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 18.3m (60.0ft),  Curb-To-Curb Width: 10.6m (34.8ft),  Out-to-Out Width: 11.8m (38.7ft)

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

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Structure Number: 121020050003308,  Location: 0.5 MI SE OF SH 3/MONROE (Lat: 29.662806,  Lng: -95.260667),  Route carried "on" structure: Ramp Interstate 45,  Year Built: 1996,  Status: Open,  Structure Length: 2.32m (7.61ft),  Average Daily Traffic: 15,600 (year 2013),  Truck Traffic: 7%,  Average Future Daily Traffic: 21,840 (year 2033),  Design Load: HS 20,  Features Intersected: BERRY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 22.645,  Lanes on structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  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: 23.2m (76.1ft),  Curb-To-Curb Width: 6.1m (20.0ft),  Out-to-Out Width: 6.9m (22.6ft)

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: Somewhat better than minimum adequacy,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Deck Structure Type: Concrete Precast Panels

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Structure Number: 121020050003309,  Location: 0.5 MI SE OF SH 3/MONROE (Lat: 29.662472,  Lng: -95.260556),  Route carried "on" structure: Ramp Interstate 45,  Year Built: 1996,  Status: Open,  Structure Length: 2.32m (7.61ft),  Average Daily Traffic: 15,600 (year 2013),  Truck Traffic: 7%,  Average Future Daily Traffic: 21,840 (year 2033),  Design Load: HS 20,  Features Intersected: BERRY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 22.645,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 14.3m (46.9ft),  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: 23.2m (76.1ft),  Curb-To-Curb Width: 16.6m (54.5ft),  Out-to-Out Width: 17.4m (57.1ft)

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

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Structure Number: 12102005000331,  Location: 0.50 MI NW OF BW 8 (Lat: 29.609706,  Lng: -95.209031),  Route carried "on" structure: Ramp Interstate 45,  Year Built: 1998,  Status: Open,  Structure Length: 51.51m (169.00ft),  Average Daily Traffic: 15,840 (year 2013),  Truck Traffic: 8%,  Average Future Daily Traffic: 22,170 (year 2033),  Design Load: HS 20,  Features Intersected: IH 45 MEDIAN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 14.785,  Lanes on structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 6.4m (21.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Number Of Approach Spans: 21,  Length of Maximum Span: 29.9m (98.1ft),  Curb-To-Curb Width: 6.2m (20.3ft),  Out-to-Out Width: 7.1m (23.3ft)

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: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 121020050003311,  Location: 0.50 MI NW OF BW 8 (Lat: 29.611211,  Lng: -95.210317),  Route carried "on" structure: Ramp Interstate 45,  Year Built: 1998,  Status: Open,  Structure Length: 17.16m (56.30ft),  Average Daily Traffic: 15,153 (year 2012),  Truck Traffic: 5%,  Average Future Daily Traffic: 4,800 (year 2032),  Design Load: HS 20,  Features Intersected: IH 45 NB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 14.785,  Lanes on structure: 1,  Lanes under structure: 9,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Number Of Approach Spans: 1,  Length of Maximum Span: 37.2m (122.0ft),  Curb-To-Curb Width: 8.0m (26.2ft),  Out-to-Out Width: 8.8m (28.9ft)

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: 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: October 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 121020050003312,  Location: 0.50 MI NW OF BW 8 (Lat: 29.610903,  Lng: -95.210706),  Route carried "on" structure: Ramp Interstate 45,  Year Built: 1998,  Status: Open,  Structure Length: 12.34m (40.49ft),  Average Daily Traffic: 15,153 (year 2012),  Truck Traffic: 5%,  Average Future Daily Traffic: 4,800 (year 2032),  Design Load: HS 20,  Features Intersected: IH 45 SB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 14.785,  Lanes on structure: 1,  Lanes under structure: 9,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Number Of Approach Spans: 1,  Length of Maximum Span: 33.5m (109.9ft),  Curb-To-Curb Width: 8.0m (26.2ft),  Out-to-Out Width: 8.8m (28.9ft)

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: 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: October 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 121020050003313,  Location: 0.90 MI SE OF FUQUA ST (Lat: 29.605994,  Lng: -95.205364),  Route carried "on" structure: Interstate 45,  Year Built: 1996,  Status: Open,  Structure Length: 14.20m (46.59ft),  Average Daily Traffic: 73,405 (year 2017),  Truck Traffic: 8%,  Average Future Daily Traffic: 110,890 (year 2033),  Design Load: HS 20,  Features Intersected: BW 8 FR
Minimum Vertical Clearance: 5.11m (16.77ft),  Kilometerpoint: 13.889,  Lanes on structure: 6,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 27.4m (89.9ft),  Skew: 30 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 25.3m (83.0ft),  Curb-To-Curb Width: 27.6m (90.6ft),  Out-to-Out Width: 29.1m (95.5ft)

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: Equal to 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: October 2020,  Deck Structure Type: Concrete Precast Panels

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Structure Number: 121020050003314,  Location: 1.80 MI NW OF FM 1959 (Lat: 29.606558,  Lng: -95.205253),  Route carried "on" structure: Interstate 45,  Year Built: 1994,  Status: Open,  Structure Length: 14.20m (46.59ft),  Average Daily Traffic: 82,608 (year 2017),  Truck Traffic: 8%,  Average Future Daily Traffic: 110,890 (year 2033),  Design Load: HS 20,  Features Intersected: BW 8 FR
Minimum Vertical Clearance: 5.18m (16.99ft),  Kilometerpoint: 13.889,  Lanes on structure: 5,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 21.3m (69.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 25.3m (83.0ft),  Curb-To-Curb Width: 21.3m (69.9ft),  Out-to-Out Width: 22.2m (72.8ft)

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: Meets minimum limits,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 14.14m (46.39ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Bridge Improvement Cost: $325,000,  Roadway Improvement Cost: $81,000,  Total Project Cost: $406,000,  Deck Structure Type: Concrete Precast Panels

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Structure Number: 121020050003315,  Location: 0.35 MI NW OF FM 1959 (Lat: 29.595856,  Lng: -95.194583),  Route carried "on" structure: Interstate 45,  Year Built: 1998,  Year Reconstructed: 2017,  Status: Open,  Structure Length: 44.20m (145.01ft),  Average Daily Traffic: 16,188 (year 2010),  Truck Traffic: 5%,  Average Future Daily Traffic: 4,770 (year 2030),  Design Load: HS 20,  Features Intersected: IH 45 MEDIAN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 11.642,  Lanes on structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 6.4m (21.0ft),  Material/Design: Steel continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 3,  Number Of Approach Spans: 12,  Length of Maximum Span: 42.7m (140.1ft),  Curb-To-Curb Width: 6.2m (20.3ft),  Out-to-Out Width: 7.1m (23.3ft)

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: High priority of replacement,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 29.05m (95.31ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  Critical Feature Inspection Date: July 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 121020050003316,  Location: 0.35 MI NW OF FM 1959 (Lat: 29.594144,  Lng: -95.193308),  Route carried "on" structure: Ramp State highway 45,  Year Built: 1998,  Status: Open,  Structure Length: 17.01m (55.81ft),  Average Daily Traffic: 430 (year 2015),  Truck Traffic: 5%,  Average Future Daily Traffic: 600 (year 2035),  Design Load: HS 20,  Features Intersected: IH 45 SB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 11.642,  Lanes on structure: 1,  Lanes under structure: 5,  Owner: State Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Material/Design: Steel continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 3,  Length of Maximum Span: 67.1m (220.1ft),  Curb-To-Curb Width: 6.2m (20.3ft),  Out-to-Out Width: 7.1m (23.3ft)

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: 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,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  Critical Feature Inspection Date: March 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 121020050003317,  Location: 0.35 MI NW OF FM 1959 (Lat: 29.594594,  Lng: -95.192797),  Route carried "on" structure: Ramp Interstate 45,  Year Built: 1998,  Status: Open,  Structure Length: 17.01m (55.81ft),  Average Daily Traffic: 16,188 (year 2010),  Truck Traffic: 5%,  Average Future Daily Traffic: 4,770 (year 2030),  Design Load: HS 20,  Features Intersected: IH 45 NB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 11.642,  Lanes on structure: 1,  Lanes under structure: 5,  Owner: State Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Material/Design: Steel continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 3,  Length of Maximum Span: 67.1m (220.1ft),  Curb-To-Curb Width: 6.2m (20.3ft),  Out-to-Out Width: 7.1m (23.3ft)

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: 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,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  Critical Feature Inspection Date: March 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 121020050003318,  Location: 5 MI SE OF IH 610 (Lat: 29.652381,  Lng: -95.251317),  Route carried "on" structure: Interstate 45,  Year Built: 1990,  Status: Open,  Structure Length: 8.08m (26.51ft),  Average Daily Traffic: 132,815 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 218,490 (year 2033),  Features Intersected: AIRPORT BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 20.781,  Lanes on structure: 11,  Lanes under structure: 10,  Owner: State Highway Agency,  Approaching Roadway Width: 50.0m (164.0ft),  Skew: 31 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: 34.7m (113.8ft),  Curb-To-Curb Width: 50.0m (164.0ft),  Out-to-Out Width: 58.5m (191.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 56.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: 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: August 2020,  Deck Structure Type: Concrete Precast Panels

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Structure Number: 121020050003319,  Location: 6.1 MI SE OF IH 610 (Lat: 29.640867,  Lng: -95.243306),  Route carried "on" structure: Interstate 45,  Year Built: 1990,  Status: Open,  Structure Length: 8.66m (28.41ft),  Average Daily Traffic: 132,815 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 218,490 (year 2033),  Features Intersected: EDGEBROOK DR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 19.253,  Lanes on structure: 11,  Lanes under structure: 10,  Owner: State Highway Agency,  Approaching Roadway Width: 56.1m (184.1ft),  Skew: 30 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 33.5m (109.9ft),  Curb-To-Curb Width: 56.2m (184.4ft),  Out-to-Out Width: 58.2m (190.9ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 68.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: 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: 8.66m (28.41ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Bridge Improvement Cost: $47,000,  Roadway Improvement Cost: $12,000,  Total Project Cost: $59,000,  Deck Structure Type: Concrete Precast Panels

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Structure Number: 12102005000332,  Location: 1.4 MI NW OF BELTWAY 8 (Lat: 29.627581,  Lng: -95.228683),  Route carried "on" structure: Interstate 45,  Year Built: 1990,  Status: Open,  Structure Length: 12.65m (41.50ft),  Average Daily Traffic: 133,023 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 248,360 (year 2030),  Features Intersected: ALMEDA GENOA RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 17.251,  Lanes on structure: 11,  Lanes under structure: 12,  Owner: State Highway Agency,  Approaching Roadway Width: 52.4m (171.9ft),  Skew: 34 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 55.5m (182.1ft),  Curb-To-Curb Width: 56.1m (184.1ft),  Out-to-Out Width: 57.9m (190.0ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 67.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: 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: August 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 121020050003326,  Location: @ IH 10 & IH 45 (Lat: 29.779247,  Lng: -95.369525),  Route carried "on" structure: Ramp Interstate 45,  Year Built: 1968,  Year Reconstructed: 1992,  Status: Open,  Structure Length: 27.65m (90.72ft),  Average Daily Traffic: 21,260 (year 2013),  Truck Traffic: 7%,  Average Future Daily Traffic: 29,760 (year 2033),  Design Load: HS 20,  Features Intersected: WHITE OAK BYU & QUITMAN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 40.713,  Lanes on structure: 1,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Skew: 9 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 11,  Number Of Approach Spans: 4,  Length of Maximum Span: 23.2m (76.1ft),  Curb-To-Curb Width: 6.7m (22.0ft),  Out-to-Out Width: 7.7m (25.3ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 48.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 29.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Meets minimum limits,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Meets minimum limits,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 121020050003329,  Location: 0.15 MI NW OF BW 8 (Lat: 29.608039,  Lng: -95.208561),  Route carried "on" structure: ServiceInterstate 45,  Year Built: 1993,  Status: Open,  Structure Length: 1.04m (3.41ft),  Average Daily Traffic: 21,750 (year 2013),  Truck Traffic: 8%,  Average Future Daily Traffic: 30,450 (year 2033),  Design Load: HS 20,  Features Intersected: PILOT CHANNEL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 14.307,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 2.1m (6.9ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 39.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 23.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: October 2020

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Structure Number: 121020050003331,  Location: 0.80 MI SE OF FUQUA ST (Lat: 29.608781,  Lng: -95.209400),  Route carried "on" structure: ServiceInterstate 45,  Year Built: 1992,  Status: Open,  Structure Length: 1.07m (3.51ft),  Average Daily Traffic: 21,750 (year 2013),  Truck Traffic: 8%,  Average Future Daily Traffic: 30,450 (year 2033),  Design Load: HS 20,  Features Intersected: HCFCD DITCH A-119-07-00
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 14.202,  Lanes on structure: 3,  Owner: State Highway Agency,  Approaching Roadway Width: 11.9m (39.0ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 2.1m (6.9ft),  Curb-To-Curb Width: 11.8m (38.7ft),  Out-to-Out Width: 17.8m (58.4ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 39.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 23.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.07m (3.51ft),  Designated Inspection Frequency: Every 48 months,  Inspection Date: October 2020,  Bridge Improvement Cost: $3,000,  Roadway Improvement Cost: $1,000,  Total Project Cost: $4,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 121020050003333,  Location: 1.40 MI NW OF FM 1959 (Lat: 29.601542,  Lng: -95.200236),  Route carried "on" structure: Interstate 45,  Year Built: 1994,  Status: Open,  Structure Length: 2.10m (6.89ft),  Average Daily Traffic: 133,023 (year 2020),  Truck Traffic: 8%,  Average Future Daily Traffic: 221,780 (year 2033),  Design Load: HS 20,  Features Intersected: HCFCD CHANNEL A-119-06
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 13.275,  Lanes on structure: 19,  Owner: State Highway Agency,  Approaching Roadway Width: 78.9m (258.9ft),  Skew: 34 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 39.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 23.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020

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Structure Number: 121020050003334,  Location: 0.35 MI NW OF FM 1959 (Lat: 29.590197,  Lng: -95.188214),  Route carried "on" structure: Interstate 45,  Year Built: 1994,  Status: Open,  Structure Length: 1.98m (6.50ft),  Average Daily Traffic: 111,334 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 247,350 (year 2033),  Design Load: HS 20,  Features Intersected: HCFCD DITCH A-119-05-00
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 11.520,  Lanes on structure: 18,  Owner: State Highway Agency,  Approaching Roadway Width: 72.8m (238.8ft),  Skew: 33 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 3.4m (11.2ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 39.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 23.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020

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Structure Number: 121020050003335,  Location: 1.50 MI N OF IH 610 (Lat: 29.833278,  Lng: -95.384400),  Route carried "on" structure: Interstate 45,  Year Built: 1960,  Year Reconstructed: 1980,  Status: Open,  Structure Length: 19.81m (64.99ft),  Average Daily Traffic: 117,314 (year 2017),  Truck Traffic: 7%,  Average Future Daily Traffic: 172,130 (year 2033),  Design Load: HS 20,  Features Intersected: AIRLINE DR & VICTORIA DR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 46.917,  Lanes on structure: 5,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 20.7m (67.9ft),  Skew: 39 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: 26.4m (86.6ft),  Curb-To-Curb Width: 20.7m (67.9ft),  Out-to-Out Width: 24.8m (81.4ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 52.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 31.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 19.81m (64.99ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 121020050003336,  Location: 1.10 MI N OF IH 610 (Lat: 29.828636,  Lng: -95.381114),  Route carried "on" structure: Interstate 45,  Year Built: 1960,  Year Reconstructed: 1980,  Status: Open,  Structure Length: 9.30m (30.51ft),  Average Daily Traffic: 117,314 (year 2017),  Truck Traffic: 7%,  Average Future Daily Traffic: 172,130 (year 2033),  Design Load: HS 20,  Features Intersected: CROSSTIMBERS ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 46.347,  Lanes on structure: 5,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 20.7m (67.9ft),  Skew: 31 degrees,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 4,  Number Of Approach Spans: 2,  Length of Maximum Span: 18.3m (60.0ft),  Curb-To-Curb Width: 20.9m (68.6ft),  Out-to-Out Width: 24.8m (81.4ft)

Condition: Deck: Satisfactory,  Superstructure: Poor,  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: Meets minimum limits,  Deck Geometry: Meets minimum limits,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 121020050003337,  Location: 0.50 MI N OF IH 610 (Lat: 29.819431,  Lng: -95.377975),  Route carried "on" structure: Interstate 45,  Year Built: 1960,  Year Reconstructed: 1980,  Status: Open,  Structure Length: 27.58m (90.49ft),  Average Daily Traffic: 117,314 (year 2017),  Truck Traffic: 7%,  Average Future Daily Traffic: 172,130 (year 2035),  Design Load: HS 20,  Features Intersected: STOKES RD & UPRR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 45.184,  Lanes on structure: 5,  Lanes under structure: 5,  Owner: State Highway Agency,  Approaching Roadway Width: 24.4m (80.1ft),  Skew: 9 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Number Of Approach Spans: 18,  Length of Maximum Span: 18.3m (60.0ft),  Curb-To-Curb Width: 24.4m (80.1ft),  Out-to-Out Width: 25.3m (83.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 63.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 38.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: 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: 27.58m (90.49ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Bridge Improvement Cost: $1,448,000,  Roadway Improvement Cost: $362,000,  Total Project Cost: $1,810,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 12102005000334,  Location: 1.60 MI NW OF FM 2553 (Lat: 29.616139,  Lng: -95.215975),  Route carried "on" structure: City street ,  Year Built: 1989,  Status: Open,  Structure Length: 12.31m (40.39ft),  Average Daily Traffic: 32,340 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 42,000 (year 2032),  Design Load: HS 20,  Features Intersected: IH 45,  Facility Carried by Structure: FUQUA ST EB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.805,  Lanes on structure: 3,  Lanes under structure: 15,  Owner: State Highway Agency,  Approaching Roadway Width: 10.7m (35.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 33.5m (109.9ft),  Curb-To-Curb Width: 10.7m (35.1ft),  Out-to-Out Width: 11.9m (39.0ft)

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: High priority of replacement,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 12.31m (40.39ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Deck Structure Type: Concrete Precast Panels

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Structure Number: 121020050003342,  Location: 0.40 MI SE OF US 90A (Lat: 29.712192,  Lng: -95.310747),  Route carried "on" structure: Interstate 45,  Year Built: 1950,  Year Reconstructed: 1983,  Status: Open,  Structure Length: 11.28m (37.01ft),  Average Daily Traffic: 82,717 (year 2017),  Truck Traffic: 7%,  Average Future Daily Traffic: 111,310 (year 2033),  Features Intersected: BRAYS BAYOU
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 29.601,  Lanes on structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 21.3m (69.9ft),  Skew: 1 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Number Of Approach Spans: 4,  Length of Maximum Span: 24.4m (80.1ft),  Curb-To-Curb Width: 18.1m (59.4ft),  Out-to-Out Width: 21.5m (70.5ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Very good,  Operating Rating: 38.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 22.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 11.28m (37.01ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: September 2020,  Underwater Inspection Date: October 2019,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 121020050003343,  Location: 1.80 MI NW OF FM 1959 (Lat: 29.605006,  Lng: -95.202761),  Route carried "on" structure: Ramp Interstate 45,  Year Built: 1996,  Status: Open,  Structure Length: 37.43m (122.80ft),  Average Daily Traffic: 12,002 (year 2019),  Truck Traffic: 8%,  Average Future Daily Traffic: 22,170 (year 2033),  Design Load: HS 20,  Features Intersected: IH 45 NBFR & BW 8 EBFR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 13.889,  Lanes on structure: 1,  Lanes under structure: 5,  Owner: State Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 13,  Length of Maximum Span: 30.5m (100.1ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 8.9m (29.2ft)

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: Equal to present desirable criteria,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 121020050003344,  Location: 1.80 MI NW OF FM 1959 (Lat: 29.604953,  Lng: -95.202919),  Route carried "on" structure: Ramp Interstate 45,  Year Built: 1996,  Status: Open,  Structure Length: 171.08m (561.29ft),  Average Daily Traffic: 15,840 (year 2013),  Truck Traffic: 8%,  Average Future Daily Traffic: 22,170 (year 2033),  Design Load: HS 20,  Features Intersected: IH 45 & BW 8
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 13.889,  Lanes on structure: 1,  Lanes under structure: 34,  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: 40,  Length of Maximum Span: 64.9m (212.9ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.5m (31.2ft)

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: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 171.08m (561.29ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Bridge Improvement Cost: $314,000,  Roadway Improvement Cost: $79,000,  Total Project Cost: $393,000,  Deck Structure Type: Concrete Cast-file-Place