Bridge Statistics for Marietta, Oklahoma (OK)
Condition, Traffic, Stress, Structural Evaluation, Project Costs

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Structure Number: 5856,  Location: .5 W 1. S OF I-35 (Lat: 33.925836,  Lng: -97.145092),  Route carried "on" structure: County highway E2130,  Year Built: 1938,  Year Reconstructed: 2006,  Status: Open,  Structure Length: 0.76m (2.49ft),  Average Daily Traffic: 100 (year 2020),  Truck Traffic: 10%,  Average Future Daily Traffic: 160 (year 2040),  Design Load: HS 20,  Features Intersected: CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.287,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.4m (21.0ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.7m (12.1ft),  Curb-To-Curb Width: 10.4m (34.1ft),  Out-to-Out Width: 11.1m (36.4ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 37.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 21.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.98m (9.78ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Bridge Improvement Cost: $100,000,  Roadway Improvement Cost: $75,000,  Total Project Cost: $225,000 ( Estimate for 2015),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 5861,  Location: 0.2 MI E OF US 77 (Lat: 33.896806,  Lng: -97.122189),  Route carried "on" structure: County highway 4334C,  Year Built: 1938,  Status: Open,  Structure Length: 0.64m (2.10ft),  Average Daily Traffic: 136 (year 2020),  Truck Traffic: 15%,  Average Future Daily Traffic: 218 (year 2040),  Design Load: HS 20,  Features Intersected: CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.451,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  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: 7.9m (25.9ft),  Out-to-Out Width: 8.6m (28.2ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 37.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 21.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.72m (8.92ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Bridge Improvement Cost: $100,000,  Roadway Improvement Cost: $75,000,  Total Project Cost: $225,000 ( Estimate for 2015),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 5862,  Location: 1.5 E 2.8 S OF US 77 (Lat: 33.896794,  Lng: -97.101308),  Route carried "on" structure: County highway 4316,  Year Built: 1938,  Status: Open,  Structure Length: 0.64m (2.10ft),  Average Daily Traffic: 75 (year 2020),  Truck Traffic: 15%,  Average Future Daily Traffic: 120 (year 2040),  Design Load: HS 20,  Features Intersected: CREEK,  Facility Carried by Structure: 4332 MAJOR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.805,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  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: 7.6m (24.9ft),  Out-to-Out Width: 8.2m (26.9ft)

Condition: Channel: Fair,  Culverts: Good,  Operating Rating: 37.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 21.8 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: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.72m (8.92ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Bridge Improvement Cost: $100,000,  Roadway Improvement Cost: $75,000,  Total Project Cost: $225,000 ( Estimate for 2015)

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Structure Number: 6433,  Location: .06W OF US 77 (Lat: 33.882244,  Lng: -97.127569),  Route carried "on" structure: County highway 4315,  Year Built: 1938,  Status: Open,  Structure Length: 1.49m (4.89ft),  Average Daily Traffic: 100 (year 2020),  Truck Traffic: 15%,  Average Future Daily Traffic: 160 (year 2040),  Design Load: H 20,  Features Intersected: CREEK,  Facility Carried by Structure: 4330C MAJOR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.097,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 14.6m (47.9ft),  Curb-To-Curb Width: 6.7m (22.0ft),  Out-to-Out Width: 7.6m (24.9ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 45.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 27.2 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: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.26m (13.98ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Bridge Improvement Cost: $218,000,  Roadway Improvement Cost: $120,000,  Total Project Cost: $346,000 ( Estimate for 2015),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 12875,  Location: 1.4 MI N JCT SH32 (Lat: 33.960375,  Lng: -97.091425),  Route carried "on" structure: State highway 77S,  Year Built: 1953,  Status: Open,  Structure Length: 0.79m (2.59ft),  Average Daily Traffic: 370 (year 2020),  Truck Traffic: 15%,  Average Future Daily Traffic: 592 (year 2040),  Design Load: HS 20,  Features Intersected: CREEK,  Facility Carried by Structure: S.H. 77 SCENIC
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.205,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 6 degrees,  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: 12.8m (42.0ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 38.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 23.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.79m (2.59ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2020,  Bridge Improvement Cost: $230,000,  Roadway Improvement Cost: $380,000,  Total Project Cost: $644,000 ( Estimate for 2015)

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Structure Number: 15493,  Location: 11.0 MI N TX S/L (Lat: 33.877889,  Lng: -97.134083),  Route carried "on" structure: Interstate 35,  Year Built: 1962,  Status: Open,  Structure Length: 1.49m (4.89ft),  Average Daily Traffic: 25,500 (year 2020),  Truck Traffic: 36%,  Average Future Daily Traffic: 40,800 (year 2040),  Design Load: HS 20,  Features Intersected: CLOUDS BRANCH CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 17.762,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 34.4m (112.9ft),  Skew: 23 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 4.3m (14.1ft)

Condition: Channel: Satisfactory,  Culverts: Fair,  Operating Rating: 44.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.49m (4.89ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2021,  Bridge Improvement Cost: $398,000,  Roadway Improvement Cost: $656,000,  Total Project Cost: $1,113,000 ( Estimate for 2015)

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Structure Number: 15548,  Location: 11.3 MI N TX S/L (Lat: 33.882331,  Lng: -97.134489),  Route carried "on" structure: County highway 4315,  Year Built: 1962,  Status: Open,  Structure Length: 5.24m (17.19ft),  Average Daily Traffic: 575 (year 2020),  Truck Traffic: 11%,  Average Future Daily Traffic: 920 (year 2040),  Design Load: H 15,  Features Intersected: I-35 UNDER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 18.247,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 16.8m (55.1ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.8m (28.9ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 37.2 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: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 8.40m (27.56ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2021,  Bridge Improvement Cost: $689,000,  Roadway Improvement Cost: $1,137,000,  Total Project Cost: $1,929,000 ( Estimate for 2015),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 15702,  Location: 13.9 MI N TX S/L (Lat: 33.919967,  Lng: -97.133283),  Route carried "on" structure: Interstate 35,  Year Built: 1963,  Status: Open,  Structure Length: 1.46m (4.79ft),  Average Daily Traffic: 14,200 (year 2020),  Truck Traffic: 36%,  Average Future Daily Traffic: 22,720 (year 2040),  Design Load: HS 20,  Features Intersected: BILL'S CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 22.413,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 34.4m (112.9ft),  Skew: 14 degrees,  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: Satisfactory,  Operating Rating: 90.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 71.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.46m (4.79ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2021,  Bridge Improvement Cost: $282,000,  Roadway Improvement Cost: $466,000,  Total Project Cost: $790,000 ( Estimate for 2015)

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Structure Number: 15742,  Location: 14.3 MI N TX S/L (Lat: 33.925911,  Lng: -97.134231),  Route carried "on" structure: County highway E3130,  Year Built: 1963,  Status: Posted for load,  Structure Length: 3.57m (11.71ft),  Average Daily Traffic: 300 (year 2020),  Truck Traffic: 15%,  Average Future Daily Traffic: 480 (year 2040),  Design Load: H 15,  Features Intersected: I-35 NB UNDER,  Facility Carried by Structure: CO. RD. E2130
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 23.089,  Lanes on structure: 2,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 13.7m (44.9ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.8m (28.9ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 36.3 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 24.5 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present minimum criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below),  Length Of Structure Improvement: 5.60m (18.37ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2021,  Bridge Improvement Cost: $486,000,  Roadway Improvement Cost: $802,000,  Total Project Cost: $1,361,000 ( Estimate for 2015),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 15743,  Location: 14.3 MI N TX S/L (Lat: 33.925911,  Lng: -97.135256),  Route carried "on" structure: County highway E2130,  Year Built: 1963,  Status: Posted for load,  Structure Length: 3.57m (11.71ft),  Average Daily Traffic: 300 (year 2020),  Truck Traffic: 15%,  Average Future Daily Traffic: 480 (year 2040),  Design Load: H 15,  Features Intersected: I-35 SB UNDER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 23.089,  Lanes on structure: 2,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 13.7m (44.9ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.8m (28.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 30.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 18.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below),  Length Of Structure Improvement: 5.60m (18.37ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2021,  Bridge Improvement Cost: $486,000,  Roadway Improvement Cost: $802,000,  Total Project Cost: $1,361,000 ( Estimate for 2015),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 158,  Location: 12.3 MI N TX S/L (Lat: 33.896892,  Lng: -97.134592),  Route carried "on" structure: County highway E2150,  Year Built: 1963,  Status: Open,  Structure Length: 5.64m (18.50ft),  Average Daily Traffic: 300 (year 2020),  Truck Traffic: 15%,  Average Future Daily Traffic: 480 (year 2040),  Design Load: H 15,  Features Intersected: I-35 UNDER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 19.854,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 18.3m (60.0ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.2m (26.9ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 47.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 28.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 8.40m (27.56ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2021,  Bridge Improvement Cost: $689,000,  Roadway Improvement Cost: $1,137,000,  Total Project Cost: $1,929,000 ( Estimate for 2015),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 16333,  Location: .3 W 1. S OF US 77 (Lat: 33.925803,  Lng: -97.132642),  Route carried "on" structure: City street E2130,  Year Built: 1965,  Status: Open,  Structure Length: 0.79m (2.59ft),  Average Daily Traffic: 100 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 160 (year 2040),  Design Load: HS 20,  Features Intersected: BILL'S CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.127,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Maintenance Responsibility: County Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.4m (7.9ft)

Condition: Channel: Good,  Culverts: Very good,  Operating Rating: 37.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 21.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.05m (10.01ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Bridge Improvement Cost: $100,000,  Roadway Improvement Cost: $75,000,  Total Project Cost: $225,000 ( Estimate for 2015)

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Structure Number: 164,  Location: 3.2 MI N JCT SH32 (Lat: 33.985939,  Lng: -97.137856),  Route carried "on" structure: Interstate 35,  Year Built: 1965,  Status: Open,  Structure Length: 1.43m (4.69ft),  Average Daily Traffic: 13,450 (year 2020),  Truck Traffic: 36%,  Average Future Daily Traffic: 21,520 (year 2040),  Design Load: HS 20,  Features Intersected: SHIGGIN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 48.086,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 34.4m (112.9ft),  Skew: 13 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 4.3m (14.1ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 44.5 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,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.43m (4.69ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2021,  Bridge Improvement Cost: $390,000,  Roadway Improvement Cost: $643,000,  Total Project Cost: $1,092,000 ( Estimate for 2015)

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Structure Number: 16401,  Location: 3.2 MI N JCT SH32 (Lat: 33.986933,  Lng: -97.136819),  Route carried "on" structure: Interstate 35,  Year Built: 1965,  Status: Open,  Structure Length: 1.43m (4.69ft),  Average Daily Traffic: 13,400 (year 2020),  Truck Traffic: 36%,  Average Future Daily Traffic: 21,440 (year 2040),  Design Load: HS 20,  Features Intersected: SHIGGIN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 48.086,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 34.4m (112.9ft),  Skew: 13 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 4.3m (14.1ft)

Condition: Culverts: Good,  Operating Rating: 44.5 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,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.43m (4.69ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2021,  Bridge Improvement Cost: $410,000,  Roadway Improvement Cost: $677,000,  Total Project Cost: $1,149,000 ( Estimate for 2015)

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Structure Number: 16475,  Location: 2.6 MI N JCT SH32 (Lat: 33.976514,  Lng: -97.134847),  Route carried "on" structure: Interstate 35,  Year Built: 1965,  Status: Open,  Structure Length: 3.23m (10.60ft),  Average Daily Traffic: 13,800 (year 2020),  Truck Traffic: 36%,  Average Future Daily Traffic: 22,080 (year 2040),  Design Load: HS 20,  Features Intersected: CO. RD. 4328C UNDER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 28.704,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.3m (37.1ft),  Skew: 10 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 12.2m (40.0ft),  Curb-To-Curb Width: 11.3m (37.1ft),  Out-to-Out Width: 12.2m (40.0ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 46.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 28.1 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 replacement,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 5.62m (18.44ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2021,  Bridge Improvement Cost: $488,000,  Roadway Improvement Cost: $805,000,  Total Project Cost: $1,365,000 ( Estimate for 2015),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 16476,  Location: 2.6 MI N JCT SH32 (Lat: 33.976517,  Lng: -97.133964),  Route carried "on" structure: Interstate 35,  Year Built: 1965,  Status: Open,  Structure Length: 3.23m (10.60ft),  Average Daily Traffic: 13,400 (year 2020),  Truck Traffic: 36%,  Average Future Daily Traffic: 21,440 (year 2040),  Design Load: HS 20,  Features Intersected: CO. RD. 4328C UNDER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 28.704,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.3m (37.1ft),  Skew: 10 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 12.2m (40.0ft),  Curb-To-Curb Width: 11.3m (37.1ft),  Out-to-Out Width: 12.2m (40.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 47.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 28.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: High priority of replacement,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 5.62m (18.44ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2021,  Bridge Improvement Cost: $488,000,  Roadway Improvement Cost: $805,000,  Total Project Cost: $1,365,000 ( Estimate for 2015),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 20487,  Location: 2.1W OF US 77 (Lat: 33.882156,  Lng: -97.163244),  Route carried "on" structure: County highway 4315,  Year Built: 1983,  Status: Open,  Structure Length: 1.83m (6.00ft),  Average Daily Traffic: 100 (year 2020),  Truck Traffic: 15%,  Average Future Daily Traffic: 160 (year 2040),  Design Load: HS 20,  Features Intersected: BILL'S CREEK,  Facility Carried by Structure: 4330C MAJOR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.442,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 17.7m (58.1ft),  Curb-To-Curb Width: 8.2m (26.9ft),  Out-to-Out Width: 8.8m (28.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 43.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 26.3 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: Better than present minimum criteria,  Approach Roadway Alignment: Meets minimum limits,  Length Of Structure Improvement: 4.75m (15.58ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Bridge Improvement Cost: $243,000,  Roadway Improvement Cost: $134,000,  Total Project Cost: $387,000 ( Estimate for 2015),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 21875,  Location: 0.7 MI W OF US 77 (Lat: 33.976575,  Lng: -97.137711),  Route carried "on" structure: County highway 4328C,  Year Built: 1988,  Status: Open,  Structure Length: 1.40m (4.59ft),  Average Daily Traffic: 82 (year 2020),  Truck Traffic: 10%,  Average Future Daily Traffic: 131 (year 2040),  Design Load: HS 20,  Features Intersected: CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.990,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 4.6m (15.1ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 5.2m (17.1ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Channel: Fair,  Culverts: Satisfactory,  Operating Rating: 37.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 21.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.12m (13.52ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Bridge Improvement Cost: $100,000,  Roadway Improvement Cost: $75,000,  Total Project Cost: $225,000 ( Estimate for 2015),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 22579,  Location: 1.8 W 3. S OF US 77 (Lat: 33.896819,  Lng: -97.157039),  Route carried "on" structure: County highway E2150,  Year Built: 1990,  Status: Open,  Structure Length: 2.35m (7.71ft),  Average Daily Traffic: 100 (year 2020),  Truck Traffic: 10%,  Average Future Daily Traffic: 160 (year 2040),  Design Load: HS 20,  Features Intersected: BILL'S CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.322,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 22.3m (73.2ft),  Curb-To-Curb Width: 8.2m (26.9ft),  Out-to-Out Width: 8.5m (27.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 54.4 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: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 5.43m (17.81ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Bridge Improvement Cost: $277,000,  Roadway Improvement Cost: $152,000,  Total Project Cost: $442,000 ( Estimate for 2015),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 24299,  Location: 4.7 S 1.0 W US-77/SH-32W (Lat: 33.873747,  Lng: -97.143403),  Route carried "on" structure: County highway N3290,  Year Built: 1998,  Status: Open,  Structure Length: 2.83m (9.28ft),  Average Daily Traffic: 100 (year 2020),  Truck Traffic: 10%,  Average Future Daily Traffic: 160 (year 2040),  Design Load: HS 20,  Features Intersected: CLOUDS BRANCH CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.127,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 27.4m (89.9ft),  Curb-To-Curb Width: 8.2m (26.9ft),  Out-to-Out Width: 8.6m (28.2ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Satisfactory,  Channel: 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,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 5.99m (19.65ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Bridge Improvement Cost: $306,000,  Roadway Improvement Cost: $168,000,  Total Project Cost: $488,000 ( Estimate for 2015),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 29688,  Location: 15.3N TEXAS S/L (Lat: 33.940000,  Lng: -97.134722),  Route carried "on" structure: Interstate 35,  Year Built: 2012,  Status: Open,  Structure Length: 6.36m (20.87ft),  Average Daily Traffic: 14,200 (year 2020),  Truck Traffic: 36%,  Average Future Daily Traffic: 22,720 (year 2040),  Design Load: HL 93,  Features Intersected: S.H. 32 UNDER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 24.683,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 17.1m (56.1ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 12.5m (41.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Operating Rating: 67.1 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 39.0 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 30466,  Location: 1.2 W OF JCT U.S. 77 (Lat: 33.940278,  Lng: -97.149444),  Route carried "on" structure: State highway 32,  Year Built: 2018,  Status: Open,  Structure Length: 0.70m (2.30ft),  Average Daily Traffic: 3,800 (year 2020),  Truck Traffic: 16%,  Average Future Daily Traffic: 6,080 (year 2040),  Design Load: HL 93,  Features Intersected: CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 61.163,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Very good,  Culverts: Very good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2020

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Structure Number: 30468,  Location: 2.9 W OF JCT U.S. 77 (Lat: 33.940278,  Lng: -97.182483),  Route carried "on" structure: State highway 32,  Year Built: 2018,  Status: Open,  Structure Length: 0.82m (2.69ft),  Average Daily Traffic: 3,800 (year 2020),  Truck Traffic: 16%,  Average Future Daily Traffic: 6,080 (year 2040),  Design Load: HL 93,  Features Intersected: CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 56.269,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.7m (12.1ft)

Condition: Channel: Very good,  Culverts: Very good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2020

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Structure Number: 31094,  Location: 3.5 S OF JCT W S.H. 32 (Lat: 33.883528,  Lng: -97.126111),  Route carried "on" structure: US 77,  Year Built: 2017,  Status: Open,  Structure Length: 1.07m (3.51ft),  Average Daily Traffic: 2,300 (year 2020),  Truck Traffic: 15%,  Average Future Daily Traffic: 3,680 (year 2040),  Design Load: HL 93,  Features Intersected: CLOUDS BRANCH CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 26.982,  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: 2,  Length of Maximum Span: 4.9m (16.1ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 23.8m (78.1ft)

Condition: Channel: Very good,  Culverts: Very good,  Operating Rating: 76.0 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 58.6 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Superior to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 15548,  Location: 11.3 MI N TX S/L (Lat: 33.882331,  Lng: -97.134489),  Route carried "under" structure: Interstate 35,  Year Built: 1962,  Structure Length: 0. m,  Average Daily Traffic: 25,500 (year 2020),  Truck Traffic: 36%,  Features Intersected: I-35 UNDER,  Facility Carried by Structure: FAS 4315
Minimum Vertical Clearance: 5.11m (16.77ft),  Kilometerpoint: 18.247,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Length of Maximum Span: 16.8m (55.1ft)

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Structure Number: 15742,  Location: 14.3 MI N TX S/L (Lat: 33.925911,  Lng: -97.134231),  Route carried "under" structure: Interstate 35,  Year Built: 1963,  Structure Length: 0. m,  Average Daily Traffic: 14,200 (year 2020),  Truck Traffic: 36%,  Features Intersected: I-35 NB UNDER,  Facility Carried by Structure: CO. RD. E2130
Minimum Vertical Clearance: 4.98m (16.34ft),  Kilometerpoint: 23.089,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Length of Maximum Span: 13.7m (44.9ft)

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Structure Number: 15743,  Location: 14.3 MI N TX S/L (Lat: 33.925911,  Lng: -97.135256),  Route carried "under" structure: Interstate 35,  Year Built: 1963,  Structure Length: 0. m,  Average Daily Traffic: 13,800 (year 2020),  Truck Traffic: 36%,  Features Intersected: I-35 SB UNDER,  Facility Carried by Structure: CO. RD. E2130
Minimum Vertical Clearance: 4.88m (16.01ft),  Kilometerpoint: 23.089,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Length of Maximum Span: 13.7m (44.9ft)

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Structure Number: 158,  Location: 12.3 MI N TX S/L (Lat: 33.896892,  Lng: -97.134592),  Route carried "under" structure: Interstate 35,  Year Built: 1963,  Structure Length: 0. m,  Average Daily Traffic: 28,000 (year 2020),  Truck Traffic: 36%,  Features Intersected: I-35 UNDER,  Facility Carried by Structure: CO. RD. E2150
Minimum Vertical Clearance: 4.95m (16.24ft),  Kilometerpoint: 19.854,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 18.3m (60.0ft)

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Structure Number: 16475,  Location: 2.6 MI N JCT SH32 (Lat: 33.976514,  Lng: -97.134847),  Route carried "under" structure: County highway 4328C,  Year Built: 1965,  Structure Length: 0. m,  Average Daily Traffic: 100 (year 2020),  Truck Traffic: 15%,  Features Intersected: CO. RD. 4328C UNDER,  Facility Carried by Structure: I-35 SB
Minimum Vertical Clearance: 4.17m (13.68ft),  Kilometerpoint: 28.704,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Length of Maximum Span: 12.2m (40.0ft)

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Structure Number: 16476,  Location: 2.6 MI N JCT SH32 (Lat: 33.976517,  Lng: -97.133964),  Route carried "under" structure: County highway 4328C,  Year Built: 1965,  Structure Length: 0. m,  Average Daily Traffic: 100 (year 2020),  Truck Traffic: 15%,  Features Intersected: CO. RD. 4328C UNDER,  Facility Carried by Structure: I-35 NB
Minimum Vertical Clearance: 4.14m (13.58ft),  Kilometerpoint: 28.704,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Length of Maximum Span: 12.2m (40.0ft)

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Structure Number: 16603,  Location: 1.6 MI N JCT SH32 (Lat: 33.962183,  Lng: -97.134317),  Route carried "under" structure: Interstate 35,  Year Built: 1965,  Structure Length: 0. m,  Average Daily Traffic: 27,600 (year 2020),  Truck Traffic: 36%,  Features Intersected: I-35 UNDER,  Facility Carried by Structure: CO. RD. E210.5
Minimum Vertical Clearance: 4.95m (16.24ft),  Kilometerpoint: 27.113,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 24.7m (81.0ft)

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Structure Number: 29688,  Location: 15.3N TEXAS S/L (Lat: 33.940000,  Lng: -97.134722),  Route carried "under" structure: State highway 32,  Year Built: 2012,  Structure Length: 0. m,  Average Daily Traffic: 4,000 (year 2020),  Truck Traffic: 15%,  Features Intersected: S.H. 32 UNDER,  Facility Carried by Structure: I-35
Minimum Vertical Clearance: 5.08m (16.67ft),  Kilometerpoint: 39.324,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 17.1m (56.1ft)

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Structure Number: 29689,  Location: 15.3N TEXAS S/L (Lat: 33.940000,  Lng: -97.135278),  Route carried "under" structure: State highway 32,  Year Built: 2012,  Structure Length: 0. m,  Average Daily Traffic: 4,000 (year 2020),  Truck Traffic: 15%,  Features Intersected: S.H. 32 UNDER,  Facility Carried by Structure: I-35 SB
Minimum Vertical Clearance: 5.08m (16.67ft),  Kilometerpoint: 39.324,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 17.1m (56.1ft)