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

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Structure Number: 110030255301012,  Location: 1.25 MI W OF US 59 (Lat: 31.371150,  Lng: -94.731319),  Route carried "on" structure: Alternate US 69,  Year Built: 1971,  Status: Open,  Structure Length: 1.62m (5.31ft),  Average Daily Traffic: 13,292 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 17,730 (year 2030),  Features Intersected: DRAW,  Facility Carried by Structure: LP 287
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 13.958,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 24.4m (80.1ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 3.0m (9.8ft),  Curb-To-Curb Width: 24.4m (80.1ft),  Out-to-Out Width: 38.8m (127.3ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 39.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 23.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 110030255301014,  Location: 0.5 MI N OF SH 103 (Lat: 31.358864,  Lng: -94.699569),  Route carried "on" structure: Alternate US 59,  Year Built: 1971,  Status: Open,  Structure Length: 0.64m (2.10ft),  Average Daily Traffic: 30,000 (year 2010),  Truck Traffic: 13%,  Average Future Daily Traffic: 42,450 (year 2030),  Design Load: HS 20,  Features Intersected: SHIREY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 17.754,  Lanes on structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 35.1m (115.2ft),  Skew: 20 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  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: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020

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Structure Number: 110030255301015,  Location: 0.80 MI NE OF US 69 (Lat: 31.329675,  Lng: -94.690656),  Route carried "on" structure: Business US 59,  Year Built: 1988,  Status: Open,  Structure Length: 8.38m (27.49ft),  Average Daily Traffic: 38,262 (year 2019),  Truck Traffic: 22%,  Average Future Daily Traffic: 53,740 (year 2033),  Design Load: HS 20,  Features Intersected: FM 841
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 21.250,  Lanes on structure: 4,  Lanes under structure: 5,  Owner: State Highway Agency,  Approaching Roadway Width: 24.4m (80.1ft),  Skew: 20 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 32.0m (105.0ft),  Curb-To-Curb Width: 24.4m (80.1ft),  Out-to-Out Width: 25.3m (83.0ft)

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

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Structure Number: 110030255301016,  Location: AT US 59/SOUTH INTERCHANG (Lat: 31.309683,  Lng: -94.726428),  Route carried "on" structure: ServiceState highway 287,  Year Built: 1988,  Status: Open,  Structure Length: 3.35m (10.99ft),  Average Daily Traffic: 3,950 (year 2010),  Truck Traffic: 12%,  Average Future Daily Traffic: 6,660 (year 2030),  Design Load: HS 20,  Features Intersected: LP 287
Minimum Vertical Clearance: 3.94m (12.93ft),  Kilometerpoint: 25.572,  Lanes on structure: 1,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 5.8m (19.0ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 16.8m (55.1ft),  Curb-To-Curb Width: 5.8m (19.0ft),  Out-to-Out Width: 6.8m (22.3ft)

Condition: Deck: Very 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: High priority of replacement,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 11003025530106,  Location: 1.10 MI S OF SH 103 (Lat: 31.336603,  Lng: -94.690558),  Route carried "on" structure: US 59,  Year Built: 1974,  Status: Open,  Structure Length: 8.23m (27.00ft),  Average Daily Traffic: 39,510 (year 2013),  Truck Traffic: 22%,  Average Future Daily Traffic: 55,320 (year 2033),  Design Load: HS 20,  Features Intersected: FM 325,  Facility Carried by Structure: LP 287
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 20.418,  Lanes on structure: 4,  Lanes under structure: 7,  Owner: State Highway Agency,  Approaching Roadway Width: 24.4m (80.1ft),  Skew: 30 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 30.5m (100.1ft),  Curb-To-Curb Width: 24.4m (80.1ft),  Out-to-Out Width: 26.6m (87.3ft)

Condition: Deck: Satisfactory,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 68.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 29.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 110030255301081,  Location: 1.1 MI W OF US 59 (Lat: 31.309158,  Lng: -94.742497),  Route carried "on" structure: Alternate State highway 287,  Year Built: 1961,  Year Reconstructed: 1980,  Status: Open,  Structure Length: 7.62m (25.00ft),  Average Daily Traffic: 30,952 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 43,170 (year 2033),  Features Intersected: FM 324 & SPRR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.190,  Lanes on structure: 4,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 24.4m (80.1ft),  Skew: 30 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 15.2m (49.9ft),  Curb-To-Curb Width: 24.4m (80.1ft),  Out-to-Out Width: 25.9m (85.0ft)

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: May 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 110030255301116,  Location: 1.70 MI NE OF US 59 (Lat: 31.319300,  Lng: -94.699539),  Route carried "on" structure: State highway 287,  Year Built: 1971,  Status: Open,  Structure Length: 7.92m (25.98ft),  Average Daily Traffic: 32,000 (year 2010),  Truck Traffic: 4%,  Average Future Daily Traffic: 59,240 (year 2030),  Design Load: HS 20,  Features Intersected: BUS 69
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.009,  Lanes on structure: 4,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 24.4m (80.1ft),  Skew: 30 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Number Of Approach Spans: 2,  Length of Maximum Span: 25.9m (85.0ft),  Curb-To-Curb Width: 24.4m (80.1ft),  Out-to-Out Width: 26.6m (87.3ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 60.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 29.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: 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: May 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 110030316201001,  Location: 1.15 MI S OF LP 287 (Lat: 31.293339,  Lng: -94.737269),  Route carried "on" structure: State highway 819,  Year Built: 1990,  Status: Open,  Structure Length: 3.90m (12.80ft),  Average Daily Traffic: 8,748 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 14,850 (year 2033),  Design Load: HS 20,  Features Intersected: HURRICANE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.891,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 13.1m (43.0ft),  Curb-To-Curb Width: 13.3m (43.6ft),  Out-to-Out Width: 14.1m (46.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  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: 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: May 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 110030316201002,  Location: 1.05 MI S OF LP 287 (Lat: 31.294250,  Lng: -94.737617),  Route carried "on" structure: State highway 819,  Year Built: 1990,  Status: Open,  Structure Length: 1.19m (3.90ft),  Average Daily Traffic: 8,748 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 14,850 (year 2033),  Design Load: HS 20,  Features Intersected: HURICANE CREEK RELIEF
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.790,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 7,  Length of Maximum Span: 1.5m (4.9ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 14.0m (45.9ft)

Condition: Channel: Good,  Culverts: Satisfactory,  Operating Rating: 39.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 23.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: May 2018,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 110030341801001,  Location: 0.9 MI W OF FM 324 (Lat: 31.304061,  Lng: -94.755803),  Route carried "on" structure: State highway 1336,  Year Built: 1980,  Status: Open,  Structure Length: 2.44m (8.01ft),  Average Daily Traffic: 1,576 (year 2020),  Truck Traffic: 18%,  Average Future Daily Traffic: 2,710 (year 2033),  Design Load: H 15,  Features Intersected: CEDAR CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.882,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 12.2m (40.0ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 8.6m (28.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 59.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 35.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 110030AA0203001,  Location: 0.4 MI SE OF FM 842 (Lat: 31.384958,  Lng: -94.666333),  Route carried "on" structure: County highway 122,  Year Built: 1998,  Status: Open,  Structure Length: 1.19m (3.90ft),  Average Daily Traffic: 179 (year 2013),  Average Future Daily Traffic: 270 (year 2033),  Features Intersected: PAPER MILL CREEK,  Facility Carried by Structure: TWIN OAKS RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.541,  Lanes on structure: 1,  Owner: County Highway Agency,  Approaching Roadway Width: 4.9m (16.1ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 11.6m (38.1ft),  Curb-To-Curb Width: 4.3m (14.1ft),  Out-to-Out Width: 4.9m (16.1ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Fair,  Operating Rating: 40.8 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 29.0 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 1.19m (3.90ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Bridge Improvement Cost: $1,000,  Total Project Cost: $1,000,  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Wood or Timber

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Structure Number: 110030AA0204001,  Location: 0.5 MI E OF TWIN OAKS RD (Lat: 31.379561,  Lng: -94.659106),  Route carried "on" structure: County highway ,  Year Built: 1998,  Status: Open,  Structure Length: 1.80m (5.91ft),  Average Daily Traffic: 100 (year 2018),  Average Future Daily Traffic: 110 (year 2033),  Features Intersected: WILLIS CREEK,  Facility Carried by Structure: WILKERSON RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.609,  Lanes on structure: 1,  Owner: County Highway Agency,  Approaching Roadway Width: 3.5m (11.5ft),  Skew: 2 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: 11.9m (39.0ft),  Curb-To-Curb Width: 4.1m (13.5ft),  Out-to-Out Width: 4.7m (15.4ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 39.9 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 29.0 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Wood or Timber

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Structure Number: 110030AA0428002,  Location: 0.3 MI SW OF FM 819 (Lat: 31.283919,  Lng: -94.738053),  Route carried "on" structure: County highway 59,  Year Built: 1927,  Status: Open,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 357 (year 2013),  Average Future Daily Traffic: 395 (year 2033),  Features Intersected: HURRICANE CREEK TRIB,  Facility Carried by Structure: DANIEL McCALL DR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.931,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 5.7m (18.7ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.4m (21.0ft),  Curb-To-Curb Width: 6.4m (21.0ft),  Out-to-Out Width: 6.5m (21.3ft)

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

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Structure Number: 110030AA0428003,  Location: 0.35 MI SW OF FM 819 (Lat: 31.283597,  Lng: -94.738544),  Route carried "on" structure: County highway 59,  Year Built: 1927,  Status: Open,  Structure Length: 1.10m (3.61ft),  Average Daily Traffic: 357 (year 2013),  Average Future Daily Traffic: 395 (year 2033),  Features Intersected: HURRICANE CREEK TRIB,  Facility Carried by Structure: DANIEL McCALL DR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.012,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 5.5m (18.0ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 5.5m (18.0ft),  Curb-To-Curb Width: 6.5m (21.3ft),  Out-to-Out Width: 6.5m (21.3ft)

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

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Structure Number: 110030B00385001,  Location: 0.40 MI W OF SPUR 339 (Lat: 31.341886,  Lng: -94.742481),  Route carried "on" structure: City street ,  Year Built: 1996,  Status: Open,  Structure Length: 0.82m (2.69ft),  Average Daily Traffic: 704 (year 2013),  Average Future Daily Traffic: 700 (year 2033),  Design Load: HS 20,  Features Intersected: CEDAR CREEK,  Facility Carried by Structure: CALIFORNIA BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.644,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.1m (23.3ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.4m (7.9ft),  Curb-To-Curb Width: 7.5m (24.6ft),  Out-to-Out Width: 8.3m (27.2ft)

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: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 110030B00570001,  Location: 0.10 MI SW OF LP 287 (Lat: 31.315389,  Lng: -94.751989),  Route carried "on" structure: City street ,  Year Built: 1998,  Status: Open,  Structure Length: 1.22m (4.00ft),  Average Daily Traffic: 6,201 (year 2013),  Average Future Daily Traffic: 6,500 (year 2033),  Design Load: HS 20,  Features Intersected: CEDAR CREEK,  Facility Carried by Structure: COPELAND DR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.127,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 9.9m (32.5ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 11.9m (39.0ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 10.5m (34.4ft)

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: Meets minimum limits,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 110030B00610001,  Location: 0.1 MI SW OF LP 287 (Lat: 31.320517,  Lng: -94.755583),  Route carried "on" structure: City street ,  Year Built: 1960,  Status: Open,  Structure Length: 1.22m (4.00ft),  Average Daily Traffic: 1,333 (year 2013),  Average Future Daily Traffic: 1,270 (year 2033),  Features Intersected: CEDAR CREEK,  Facility Carried by Structure: CROOKED CREEK DR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.161,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 10.2m (33.5ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 11.9m (39.0ft),  Curb-To-Curb Width: 10.5m (34.4ft),  Out-to-Out Width: 11.1m (36.4ft)

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

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Structure Number: 110030B00650001,  Location: 0.55 MI N OF FM 819 (Lat: 31.293975,  Lng: -94.730825),  Route carried "on" structure: City street 59,  Year Built: 1927,  Year Reconstructed: 2000,  Status: Open,  Structure Length: 1.04m (3.41ft),  Average Daily Traffic: 1,150 (year 2013),  Average Future Daily Traffic: 1,850 (year 2033),  Features Intersected: TRIB OF HURRICANE CREEK,  Facility Carried by Structure: DANIEL MC CALL DR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.644,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 8.3m (27.2ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 5.2m (17.1ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 9.9m (32.5ft)

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

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Structure Number: 110030B00650004,  Location: 2.0 MI SW OF FM 819 (Lat: 31.264031,  Lng: -94.756281),  Route carried "on" structure: City street 59,  Year Built: 2013,  Status: Open,  Structure Length: 2.29m (7.51ft),  Average Daily Traffic: 645 (year 2015),  Average Future Daily Traffic: 450 (year 2035),  Design Load: HL 93,  Features Intersected: MOCCASIN CREEK,  Facility Carried by Structure: DANIEL McCALL DR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.828,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 22.9m (75.1ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 9.9m (32.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 110030B00785001,  Location: 0.3 MI W OF FRANKLIN ST (Lat: 31.334258,  Lng: -94.749025),  Route carried "on" structure: City street ,  Year Built: 2003,  Status: Open,  Structure Length: 2.13m (6.99ft),  Average Daily Traffic: 2,823 (year 2018),  Average Future Daily Traffic: 3,150 (year 2033),  Design Load: HS 20,  Features Intersected: CEDAR CREEK,  Facility Carried by Structure: ELLIS ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.322,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 8.4m (27.6ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 21.3m (69.9ft),  Curb-To-Curb Width: 8.4m (27.6ft),  Out-to-Out Width: 9.1m (29.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Deck Structure Type: Concrete Precast Panels

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Structure Number: 110030B01020001,  Location: 0.40 MI SW OF LP 287 (Lat: 31.309783,  Lng: -94.753025),  Route carried "on" structure: City street ,  Year Built: 1978,  Status: Open,  Structure Length: 1.92m (6.30ft),  Average Daily Traffic: 819 (year 2013),  Average Future Daily Traffic: 810 (year 2033),  Features Intersected: CEDAR CREEK,  Facility Carried by Structure: HANKS ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.966,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 10.2m (33.5ft),  Material/Design: Concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 9.1m (29.9ft),  Curb-To-Curb Width: 10.6m (34.8ft),  Out-to-Out Width: 11.1m (36.4ft)

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

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Structure Number: 110030B01540001,  Location: 1.50 MI SE OF LP 287 (Lat: 31.340469,  Lng: -94.743478),  Route carried "on" structure: City street ,  Year Built: 1984,  Status: Open,  Structure Length: 0.85m (2.79ft),  Average Daily Traffic: 1,061 (year 2013),  Average Future Daily Traffic: 1,175 (year 2033),  Design Load: HS 20,  Features Intersected: CEDAR CREEK,  Facility Carried by Structure: LOTUS LN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.414,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 6.9m (22.6ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.4m (7.9ft),  Curb-To-Curb Width: 12.0m (39.4ft),  Out-to-Out Width: 12.8m (42.0ft)

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: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 110030B01540002,  Location: 1.0 MI SE OF LOOP 287 (Lat: 31.343783,  Lng: -94.749906),  Route carried "on" structure: City street ,  Year Built: 2007,  Status: Open,  Structure Length: 0.82m (2.69ft),  Average Daily Traffic: 1,100 (year 2013),  Average Future Daily Traffic: 1,200 (year 2033),  Features Intersected: DRAW,  Facility Carried by Structure: LOTUS LANE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.609,  Lanes on structure: 3,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 11.1m (36.4ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.1m (6.9ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 32.7 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 24.5 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021

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Structure Number: 110030B01900001,  Location: 0.10 MI E OF US 59 (Lat: 31.361964,  Lng: -94.698631),  Route carried "on" structure: City street ,  Year Built: 1987,  Status: Closed,  Structure Length: 1.01m (3.31ft),  Average Daily Traffic: 577 (year 2013),  Average Future Daily Traffic: 655 (year 2033),  Design Load: HS 20,  Features Intersected: PAPER MILL CREEK TRIB,  Facility Carried by Structure: MOFFETT RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.161,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.0m (9.8ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 18.7m (61.4ft)

Condition: Channel: Good,  Culverts: Good,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.40m (4.59ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Total Project Cost: $23,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 110030B01900002,  Location: 0.70 MI W OF FM 842 (Lat: 31.362583,  Lng: -94.698472),  Route carried "on" structure: City street ,  Year Built: 2013,  Status: Open,  Structure Length: 1.34m (4.40ft),  Average Daily Traffic: 500 (year 2013),  Average Future Daily Traffic: 1,000 (year 2033),  Design Load: HL 93,  Features Intersected: PAPER MILL CREEK TRIB,  Facility Carried by Structure: MOFFETT ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.127,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 9.4m (30.8ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.0m (9.8ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 15.3m (50.2ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 110030B01930001,  Location: 0.20 MI W OF SPUR 72 (Lat: 31.329381,  Lng: -94.762053),  Route carried "on" structure: City street ,  Year Built: 1996,  Status: Open,  Structure Length: 0.82m (2.69ft),  Average Daily Traffic: 55 (year 2013),  Average Future Daily Traffic: 75 (year 2033),  Design Load: HS 20,  Features Intersected: CEDAR CREEK SOUTH TRIB,  Facility Carried by Structure: PALMORE RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.322,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.1m (6.9ft),  Curb-To-Curb Width: 7.1m (23.3ft),  Out-to-Out Width: 7.8m (25.6ft)

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: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Meets minimum limits,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 110030B01995001,  Location: 0.20 MI E OF LP 287 (Lat: 31.325878,  Lng: -94.751803),  Route carried "on" structure: City street ,  Year Built: 1976,  Status: Open,  Structure Length: 1.01m (3.31ft),  Average Daily Traffic: 5,681 (year 2013),  Average Future Daily Traffic: 4,500 (year 2033),  Design Load: HS 20,  Features Intersected: CEDAR CREEK,  Facility Carried by Structure: PERSHING AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.738,  Lanes on structure: 3,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Fair,  Culverts: Satisfactory,  Operating Rating: 39.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 23.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Waterway Adequacy: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021

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Structure Number: 110030B02480004,  Location: 0.10 MI S OF US 59 BUS (Lat: 31.326344,  Lng: -94.724611),  Route carried "on" structure: City street ,  Year Built: 1981,  Status: Open,  Structure Length: 1.01m (3.31ft),  Average Daily Traffic: 1,103 (year 2013),  Average Future Daily Traffic: 1,250 (year 2033),  Design Load: HS 20,  Features Intersected: HURRICANE CREEK,  Facility Carried by Structure: TULANE DR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.301,  Lanes on structure: 3,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 10.6m (34.8ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.0m (9.8ft)

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

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Structure Number: 110030B02480005,  Location: 0.20 MI S OF US 59 BUS (Lat: 31.324464,  Lng: -94.723689),  Route carried "on" structure: City street ,  Year Built: 2000,  Status: Open,  Structure Length: 0.79m (2.59ft),  Average Daily Traffic: 1,103 (year 2013),  Truck Traffic: 5%,  Average Future Daily Traffic: 1,250 (year 2033),  Features Intersected: HURRICANE CREEK TRIB,  Facility Carried by Structure: TULANE DR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.140,  Lanes on structure: 3,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 11.3m (37.1ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 32.7 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 24.5 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021

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Structure Number: 110030B02485001,  Location: 0.10 MI S OF SP 339 (Lat: 31.346253,  Lng: -94.738578),  Route carried "on" structure: City street ,  Year Built: 1930,  Status: Open,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 147 (year 2013),  Average Future Daily Traffic: 165 (year 2033),  Features Intersected: CEDAR CREEK,  Facility Carried by Structure: THOMPSON ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.161,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 5.8m (19.0ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.4m (21.0ft),  Curb-To-Curb Width: 5.5m (18.0ft),  Out-to-Out Width: 6.4m (21.0ft)

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

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Structure Number: 110030B02495001,  Location: 0.10 MI E OF FEAGIN DRIVE (Lat: 31.320500,  Lng: -94.735758),  Route carried "on" structure: City street ,  Year Built: 1996,  Status: Open,  Structure Length: 1.01m (3.31ft),  Average Daily Traffic: 1,396 (year 2013),  Average Future Daily Traffic: 1,330 (year 2033),  Design Load: HS 20,  Features Intersected: HURRICANE CRK W BRANCH,  Facility Carried by Structure: TOM TEMPLE DR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.161,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.7m (8.9ft)

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

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Structure Number: 110030B02555002,  Location: 0.15 MI NW OF TULANE DR (Lat: 31.323256,  Lng: -94.726144),  Route carried "on" structure: City street ,  Year Built: 1978,  Status: Open,  Structure Length: 1.16m (3.81ft),  Average Daily Traffic: 500 (year 2013),  Average Future Daily Traffic: 700 (year 2033),  Design Load: HS 20,  Features Intersected: HURRICANE CREEK,  Facility Carried by Structure: KIWANIS PARK DR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.129,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.5m (24.6ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.0m (9.8ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 12.6m (41.3ft)

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: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 110030B02555003,  Location: 0.10 MI NW OF TULANE DR (Lat: 31.322867,  Lng: -94.725736),  Route carried "on" structure: City street ,  Year Built: 1978,  Status: Open,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 500 (year 2013),  Average Future Daily Traffic: 700 (year 2033),  Design Load: HS 20,  Features Intersected: HURRICANE CREEK TRIB,  Facility Carried by Structure: KIWANIS PARK DR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.196,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.5m (24.6ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 12.6m (41.3ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 39.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 23.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 110030B02565001,  Location: 0.10 MI W OF LP 287 (Lat: 31.316575,  Lng: -94.753469),  Route carried "on" structure: City street ,  Year Built: 1996,  Status: Open,  Structure Length: 1.37m (4.49ft),  Average Daily Traffic: 620 (year 2013),  Average Future Daily Traffic: 750 (year 2033),  Design Load: HS 20,  Features Intersected: CEDAR CREEK,  Facility Carried by Structure: TURTLE CREEK DR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.483,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 10.2m (33.5ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 13.4m (44.0ft),  Curb-To-Curb Width: 10.3m (33.8ft),  Out-to-Out Width: 11.1m (36.4ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  Channel: Good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 110030017602079,  Location: 6.40 MI S OF NACOGDOC C/L (Lat: 31.369819,  Lng: -94.710278),  Route carried "under" structure: US 287,  Year Built: 1971,  Structure Length: 0. m,  Average Daily Traffic: 15,000 (year 2010),  Truck Traffic: 13%,  Features Intersected: LOOP 287,  Facility Carried by Structure: US 59 NB
Minimum Vertical Clearance: 4.88m (16.01ft),  Kilometerpoint: 17.595,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 28.0m (91.9ft)

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Structure Number: 11003001760208,  Location: 6.40 MI S OF NACOGDO C/L (Lat: 31.369969,  Lng: -94.710422),  Route carried "under" structure: US 287,  Year Built: 1971,  Structure Length: 0. m,  Average Daily Traffic: 15,000 (year 2010),  Truck Traffic: 13%,  Features Intersected: LOOP 287,  Facility Carried by Structure: US 59 SB
Minimum Vertical Clearance: 4.78m (15.68ft),  Kilometerpoint: 17.632,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 28.0m (91.9ft)

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Structure Number: 110030017602142,  Location: AT JCT US 59/LP 287 (Lat: 31.369017,  Lng: -94.707117),  Route carried "under" structure: State highway 59,  Year Built: 2014,  Structure Length: 0. m,  Average Daily Traffic: 15,000 (year 2011),  Truck Traffic: 13%,  Features Intersected: BUS 59 & LP 287
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 17.632,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 38.1m (125.0ft)

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Structure Number: 110030017602143,  Location: AT JCT US 59/LP 287 (Lat: 31.372544,  Lng: -94.709797),  Route carried "under" structure: State highway 59,  Year Built: 2015,  Structure Length: 0. m,  Average Daily Traffic: 15,000 (year 2013),  Truck Traffic: 13%,  Features Intersected: BUS 59 & LP 287
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 17.632,  Lanes on structure: 2,  Lanes under structure: 7,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 38.1m (125.0ft)

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Structure Number: 110030017603004,  Location: 0.5 MI E OF US 59 (Lat: 31.312156,  Lng: -94.721556),  Route carried "under" structure: US 59,  Year Built: 2009,  Structure Length: 0. m,  Average Daily Traffic: 38,920 (year 2013),  Truck Traffic: 22%,  Features Intersected: US 59/LP 287,  Facility Carried by Structure: TULANE DR
Minimum Vertical Clearance: 5.39m (17.68ft),  Kilometerpoint: 25.001,  Lanes on structure: 4,  Lanes under structure: 5,  Material/Design: Prestressed concrete,  Length of Maximum Span: 16.8m (55.1ft)

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Structure Number: 110030017603005,  Location: AT TULANE DR (Lat: 31.312256,  Lng: -94.721361),  Route carried "under" structure: US 59,  Year Built: 2009,  Structure Length: 0. m,  Average Daily Traffic: 38,920 (year 2013),  Truck Traffic: 22%,  Features Intersected: US 59/LP287
Minimum Vertical Clearance: 5.18m (16.99ft),  Kilometerpoint: 25.001,  Lanes on structure: 1,  Lanes under structure: 5,  Material/Design: Prestressed concrete,  Length of Maximum Span: 16.8m (55.1ft)

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Structure Number: 110030017603007,  Location: at South Jct US 59/LP 28 (Lat: 31.310050,  Lng: -94.725956),  Route carried "under" structure: Business State highway 287,  Year Built: 2009,  Structure Length: 0. m,  Average Daily Traffic: 20,000 (year 2010),  Truck Traffic: 12%,  Features Intersected: S US 59 BUS & LP 287,  Facility Carried by Structure: S US 59NB DIR CONN
Minimum Vertical Clearance: 5.46m (17.91ft),  Kilometerpoint: 25.453,  Lanes on structure: 3,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 36.6m (120.1ft)

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Structure Number: 110030017603008,  Location: AT WHITEHOUSE DR (Lat: 31.297756,  Lng: -94.728272),  Route carried "under" structure: US 59,  Year Built: 2009,  Structure Length: 0. m,  Average Daily Traffic: 37,980 (year 2013),  Truck Traffic: 19%,  Features Intersected: US 59
Minimum Vertical Clearance: 5.08m (16.67ft),  Kilometerpoint: 3.347,  Lanes on structure: 1,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 30.5m (100.1ft)

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Structure Number: 110030017603021,  Location: AT WHITEHOUSE DR (Lat: 31.297447,  Lng: -94.727667),  Route carried "under" structure: US 59,  Year Built: 2009,  Structure Length: 0. m,  Average Daily Traffic: 37,980 (year 2013),  Truck Traffic: 19%,  Features Intersected: US 59
Minimum Vertical Clearance: 5.08m (16.67ft),  Kilometerpoint: 3.347,  Lanes on structure: 1,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 30.5m (100.1ft)

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Structure Number: 110030017603033,  Location: AT TULANE DR (Lat: 31.312100,  Lng: -94.721731),  Route carried "under" structure: US 59,  Year Built: 2009,  Structure Length: 0. m,  Average Daily Traffic: 38,920 (year 2013),  Truck Traffic: 22%,  Features Intersected: US 59
Minimum Vertical Clearance: 5.08m (16.67ft),  Kilometerpoint: 25.001,  Lanes on structure: 1,  Lanes under structure: 5,  Material/Design: Prestressed concrete,  Length of Maximum Span: 16.8m (55.1ft)

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Structure Number: 110030017603089,  Location: BUS 59 @ LP 287 (Lat: 31.309525,  Lng: -94.726706),  Route carried "under" structure: Bypass State highway 287,  Year Built: 1989,  Structure Length: 0. m,  Average Daily Traffic: 45,660 (year 2010),  Truck Traffic: 12%,  Features Intersected: LP 287,  Facility Carried by Structure: BUS 59
Minimum Vertical Clearance: 5.31m (17.42ft),  Kilometerpoint: 25.568,  Lanes on structure: 7,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 16.8m (55.1ft)

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Structure Number: 11003001760309,  Location: at South Jct US 59/LP 287 (Lat: 31.310197,  Lng: -94.726072),  Route carried "under" structure: State highway 287,  Year Built: 1991,  Structure Length: 0. m,  Average Daily Traffic: 17,235 (year 2010),  Truck Traffic: 12%,  Features Intersected: US 59 SB CONN,  Facility Carried by Structure: S US 59SB Dir Conn
Minimum Vertical Clearance: 5.46m (17.91ft),  Kilometerpoint: 25.453,  Lanes on structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 44.8m (147.0ft)

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Structure Number: 110030017603092,  Location: 0.80 MI S OF LOOP 287 (Lat: 31.297575,  Lng: -94.728286),  Route carried "under" structure: US 59,  Year Built: 1991,  Structure Length: 0. m,  Average Daily Traffic: 37,980 (year 2013),  Truck Traffic: 19%,  Features Intersected: US 59,  Facility Carried by Structure: WHITEHOUSE DR
Minimum Vertical Clearance: 5.21m (17.09ft),  Kilometerpoint: 3.347,  Lanes on structure: 4,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 30.5m (100.1ft)

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Structure Number: 110030019904032,  Location: US 69 @ LP 287 (Lat: 31.369064,  Lng: -94.755561),  Route carried "under" structure: State highway 103,  Year Built: 2000,  Structure Length: 0. m,  Average Daily Traffic: 17,490 (year 2013),  Truck Traffic: 18%,  Features Intersected: LP 287 & SH 103,  Facility Carried by Structure: US 69
Minimum Vertical Clearance: 5.16m (16.93ft),  Kilometerpoint: 21.095,  Lanes on structure: 4,  Lanes under structure: 6,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 38.4m (126.0ft)

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Structure Number: 110030019904033,  Location: US 69 @ BUS 69 (Lat: 31.368728,  Lng: -94.748356),  Route carried "under" structure: State highway 69,  Year Built: 2000,  Structure Length: 0. m,  Average Daily Traffic: 4,070 (year 2010),  Features Intersected: BUS 69
Minimum Vertical Clearance: 5.13m (16.83ft),  Kilometerpoint: 0.016,  Lanes on structure: 4,  Lanes under structure: 5,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 32.3m (106.0ft)

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Structure Number: 110030031904058,  Location: 1.80 MI E OF LP 287 (Lat: 31.340486,  Lng: -94.729461),  Route carried "under" structure: State highway 94,  Year Built: 1970,  Structure Length: 0. m,  Average Daily Traffic: 19,480 (year 2010),  Truck Traffic: 2%,  Features Intersected: ANGELINA AVE,  Facility Carried by Structure: ANGELINA AVE
Minimum Vertical Clearance: 4.44m (14.57ft),  Kilometerpoint: 17.926,  Lanes on structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 19.5m (64.0ft)

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Structure Number: 110030031904064,  Location: LP 287 @ SH 94 (Lat: 31.331619,  Lng: -94.758356),  Route carried "under" structure: State highway 94,  Year Built: 1995,  Structure Length: 0. m,  Average Daily Traffic: 20,000 (year 2010),  Truck Traffic: 2%,  Features Intersected: SH 94 & TSE RR,  Facility Carried by Structure: LP 287
Minimum Vertical Clearance: 7.62m (25.00ft),  Kilometerpoint: 14.912,  Lanes on structure: 4,  Lanes under structure: 13,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 36.6m (120.1ft)

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Structure Number: 110030033605042,  Location: 1.60 MI SE OF US 59 (Lat: 31.352250,  Lng: -94.697406),  Route carried "under" structure: State highway 103,  Year Built: 1971,  Structure Length: 0. m,  Average Daily Traffic: 36,000 (year 2010),  Truck Traffic: 13%,  Features Intersected: LP 287,  Facility Carried by Structure: LP 287
Minimum Vertical Clearance: 5.21m (17.09ft),  Kilometerpoint: 2.206,  Lanes on structure: 8,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 22.9m (75.1ft)

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Structure Number: 110030255301006,  Location: LP 287 AT FM 58 (Lat: 31.315597,  Lng: -94.710289),  Route carried "under" structure: US 59,  Year Built: 1972,  Structure Length: 0. m,  Average Daily Traffic: 45,250 (year 2013),  Truck Traffic: 22%,  Features Intersected: LP 287 & US 59,  Facility Carried by Structure: FM 58
Minimum Vertical Clearance: 5.01m (16.44ft),  Kilometerpoint: 23.868,  Lanes on structure: 5,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 32.0m (105.0ft)

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Structure Number: 110030255301015,  Location: 0.80 MI NE OF US 69 (Lat: 31.329206,  Lng: -94.690831),  Route carried "under" structure: State highway 841,  Year Built: 1988,  Structure Length: 0. m,  Average Daily Traffic: 2,490 (year 2013),  Truck Traffic: 15%,  Features Intersected: LP 287 & US 59,  Facility Carried by Structure: LP 287 & US 59
Minimum Vertical Clearance: 5.03m (16.50ft),  Kilometerpoint: 3.607,  Lanes on structure: 5,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 32.0m (105.0ft)