Bridge Statistics for Little Rock, Arkansas (AR)
Condition, Traffic, Stress, Structural Evaluation, Project Costs

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Structure Number: J2768,  Location: 2.5 MI SO OF I - 40 (Lat: 34.743961,  Lng: -92.262950),  Route carried "on" structure: Interstate 30,  Year Built: 1961,  Status: Open,  Structure Length: 2.71m (8.89ft),  Average Daily Traffic: 119,000 (year 2018),  Truck Traffic: 1%,  Average Future Daily Traffic: 150,355 (year 2028),  Design Load: HS 20+Mod,  Features Intersected: 4th Street
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 225.872,  Lanes on structure: 8,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 30.2m (99.1ft),  Skew: 30 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 27.1m (88.9ft),  Curb-To-Curb Width: 32.6m (107.0ft),  Out-to-Out Width: 34.1m (111.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  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: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.51m (11.52ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: J57,  Location: HWY 365 W B ON RAMP (Lat: 34.715639,  Lng: -92.255547),  Route carried "on" structure: Ramp Interstate 440,  Year Built: 1980,  Status: Open,  Structure Length: 43.19m (141.70ft),  Average Daily Traffic: 1,499 (year 2018),  Truck Traffic: 1%,  Average Future Daily Traffic: 1,200 (year 2028),  Design Load: HS 20,  Features Intersected: FOURCHE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.301,  Lanes on structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 7.6m (24.9ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 27,  Length of Maximum Span: 22.9m (75.1ft),  Curb-To-Curb Width: 7.6m (24.9ft),  Out-to-Out Width: 8.5m (27.9ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Fair,  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: Somewhat better than minimum adequacy,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: M0129,  Location: 1.0 MI E I-430 (Lat: 34.691161,  Lng: -92.392731),  Route carried "on" structure: State highway 70,  Year Built: 1920,  Status: Posted for load,  Structure Length: 0.68m (2.23ft),  Average Daily Traffic: 10,572 (year 2018),  Truck Traffic: 1%,  Average Future Daily Traffic: 11,277 (year 2028),  Features Intersected: BRANCH,  Facility Carried by Structure: SH 5 Log 4.51
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.635,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.1m (20.0ft),  Curb or Sidewalk Widths: Left: 0.4m (1.3ft),  Right: 0.4m (1.3ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 9.8m (32.2ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 29.9 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: Meets minimum limits,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below),  Length Of Structure Improvement: 1.37m (4.49ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Roadway Improvement Cost: $306,000,  Total Project Cost: $512,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: M0328,  Location: 1 MI EAST OF SH 300 (Lat: 34.810497,  Lng: -92.479919),  Route carried "on" structure: State highway 10,  Year Built: 1942,  Year Reconstructed: 1992,  Status: Open,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 19,000 (year 2018),  Truck Traffic: 1%,  Average Future Daily Traffic: 22,035 (year 2028),  Design Load: H 15,  Features Intersected: DITCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.990,  Lanes on structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 21.9m (71.9ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.4m (11.2ft)

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

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Structure Number: M0329,  Location: 2.35 E SH 300 (Lat: 34.803789,  Lng: -92.459769),  Route carried "on" structure: State highway 10,  Year Built: 1924,  Year Reconstructed: 1992,  Status: Open,  Structure Length: 0.64m (2.10ft),  Average Daily Traffic: 19,000 (year 2018),  Truck Traffic: 1%,  Average Future Daily Traffic: 22,035 (year 2028),  Design Load: H 15,  Features Intersected: DITCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.017,  Lanes on structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 17.7m (58.1ft),  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: 21.9m (71.9ft),  Out-to-Out Width: 29.6m (97.1ft)

Condition: Channel: Good,  Culverts: Very good,  Operating Rating: 41.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 25.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to 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,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: April 2020

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Structure Number: M033,  Location: 2.39 E OF SH 300 (Lat: 34.803439,  Lng: -92.458969),  Route carried "on" structure: State highway 10,  Year Built: 1924,  Year Reconstructed: 1992,  Status: Open,  Structure Length: 0.64m (2.10ft),  Average Daily Traffic: 19,000 (year 2018),  Truck Traffic: 1%,  Average Future Daily Traffic: 22,035 (year 2028),  Design Load: H 15,  Features Intersected: BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.098,  Lanes on structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 17.7m (58.1ft),  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: 29.6m (97.1ft),  Out-to-Out Width: 30.2m (99.1ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 41.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 25.4 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,  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: April 2020

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Structure Number: M0331,  Location: 3.0 MI E SH 300 (Lat: 34.802439,  Lng: -92.445850),  Route carried "on" structure: State highway 10,  Year Built: 1924,  Year Reconstructed: 1984,  Status: Open,  Structure Length: 1.16m (3.81ft),  Average Daily Traffic: 25,387 (year 2018),  Truck Traffic: 1%,  Average Future Daily Traffic: 33,700 (year 2028),  Design Load: H 20,  Features Intersected: DITCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.306,  Lanes on structure: 5,  Base Highway Network: Yes (Inventory Route: 100,  Subroute: 10),  Owner: State Highway Agency,  Approaching Roadway Width: 16.5m (54.1ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 3.0m (9.8ft),  Curb-To-Curb Width: 16.5m (54.1ft),  Out-to-Out Width: 23.1m (75.8ft)

Condition: Channel: Satisfactory,  Culverts: Very good,  Operating Rating: 41.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 25.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: January 2022

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Structure Number: M0336,  Location: SH 10 @ U.P.R.R. (Lat: 34.752600,  Lng: -92.283339),  Route carried "on" structure: State highway 10,  Year Built: 1927,  Status: Open,  Structure Length: 4.12m (13.52ft),  Average Daily Traffic: 27,000 (year 2018),  Truck Traffic: 1%,  Average Future Daily Traffic: 20,091 (year 2028),  Design Load: H 15,  Features Intersected: UNION PACIFIC RR
Minimum Vertical Clearance: 5.39m (17.68ft),  Kilometerpoint: 24.296,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Concrete,  Design/Construction: Arch - Thru,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 2,  Length of Maximum Span: 27.4m (89.9ft),  Curb or Sidewalk Widths: Left: 1.7m (5.6ft),  Right: 2.4m (7.9ft),  Curb-To-Curb Width: 9.2m (30.2ft),  Out-to-Out Width: 11.0m (36.1ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 28.1 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 17.2 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Meets minimum limits,  Deck Geometry: Meets minimum limits,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 4.39m (14.40ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2022,  Total Project Cost: $322,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: M1194,  Location: 1.0 MI S I 30 (Lat: 34.696169,  Lng: -92.270119),  Route carried "on" structure: Interstate 530,  Year Built: 1961,  Status: Open,  Structure Length: 1.04m (3.41ft),  Average Daily Traffic: 45,000 (year 2018),  Truck Traffic: 12%,  Average Future Daily Traffic: 54,439 (year 2028),  Features Intersected: CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.915,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 22.6m (74.1ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 5.2m (17.1ft)

Condition: Channel: Good,  Culverts: Satisfactory,  Operating Rating: 41.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 25.4 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,  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: July 2020

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Structure Number: M1195,  Location: 0.8 MI S SH 338 (Lat: 34.659589,  Lng: -92.262219),  Route carried "on" structure: Interstate 530,  Year Built: 1961,  Status: Open,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 39,000 (year 2018),  Truck Traffic: 10%,  Average Future Daily Traffic: 47,958 (year 2028),  Features Intersected: FISH CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.083,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 23.2m (76.1ft),  Skew: 10 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.4m (11.2ft)

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: 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,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: July 2020

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Structure Number: M1324,  Location: .3 MI E OF SH 5 (Lat: 34.718550,  Lng: -92.336489),  Route carried "on" structure: US 70,  Year Built: 1930,  Year Reconstructed: 1979,  Status: Open,  Structure Length: 1.62m (5.31ft),  Average Daily Traffic: 25,625 (year 2018),  Truck Traffic: 1%,  Average Future Daily Traffic: 34,997 (year 2028),  Design Load: H 15,  Features Intersected: COLEMAN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.211,  Lanes on structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 18.3m (60.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 3.7m (12.1ft),  Curb-To-Curb Width: 18.3m (60.0ft),  Out-to-Out Width: 26.4m (86.6ft)

Condition: Channel: Good,  Culverts: Satisfactory,  Operating Rating: 31.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 19.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: April 2020

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Structure Number: M1325,  Location: 1 MI E of Asher&Univ (Lat: 34.722669,  Lng: -92.326186),  Route carried "on" structure: US 70,  Year Built: 1935,  Status: Open,  Structure Length: 1.04m (3.41ft),  Average Daily Traffic: 25,144 (year 2018),  Truck Traffic: 1%,  Average Future Daily Traffic: 34,997 (year 2028),  Design Load: H 15,  Features Intersected: BLAKEMORE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.276,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 13.7m (44.9ft),  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: 13.7m (44.9ft),  Out-to-Out Width: 21.3m (69.9ft)

Condition: Channel: Very good,  Culverts: Satisfactory,  Operating Rating: 35.4 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: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: April 2020

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Structure Number: M1326,  Location: 1.3 MI E OF SH 5 (Lat: 34.724478,  Lng: -92.321678),  Route carried "on" structure: US 70,  Year Built: 1935,  Status: Open,  Structure Length: 0.70m (2.30ft),  Average Daily Traffic: 25,144 (year 2018),  Truck Traffic: 1%,  Average Future Daily Traffic: 34,997 (year 2028),  Design Load: H 15,  Features Intersected: CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.725,  Lanes on structure: 4,  Base Highway Network: Yes,  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: 3.0m (9.8ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 16.3m (53.5ft),  Out-to-Out Width: 20.0m (65.6ft)

Condition: Channel: Very good,  Culverts: Satisfactory,  Operating Rating: 35.4 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: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.40m (4.59ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Roadway Improvement Cost: $1,177,000,  Total Project Cost: $2,215,000

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Structure Number: M1327,  Location: ROOSEVELT @ Pulaski St. (Lat: 34.724800,  Lng: -92.288589),  Route carried "on" structure: US 70,  Year Built: 1935,  Status: Open,  Structure Length: 1.04m (3.41ft),  Average Daily Traffic: 12,410 (year 2018),  Truck Traffic: 1%,  Average Future Daily Traffic: 16,850 (year 2028),  Design Load: H 20,  Features Intersected: SWAGGERTY BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 12.788,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State 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),  Curb-To-Curb Width: 11.1m (36.4ft),  Out-to-Out Width: 19.5m (64.0ft)

Condition: Channel: Very good,  Culverts: Good,  Operating Rating: 35.4 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: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.04m (3.41ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Roadway Improvement Cost: $305,000,  Total Project Cost: $471,000

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Structure Number: M2981,  Location: 0.1 M S OF SH 338 (Lat: 34.653089,  Lng: -92.306008),  Route carried "on" structure: State highway 367,  Year Built: 1943,  Status: Open,  Structure Length: 0.91m (2.99ft),  Average Daily Traffic: 11,000 (year 2018),  Truck Traffic: 1%,  Average Future Daily Traffic: 12,962 (year 2028),  Design Load: H 15,  Features Intersected: DITCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.319,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.6m (15.1ft),  Curb-To-Curb Width: 13.0m (42.7ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Fair,  Channel: Fair,  Operating Rating: 36.3 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: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: M3033,  Location: 1.2 MI NE SH 338(I10) (Lat: 34.676550,  Lng: -92.363669),  Route carried "on" structure: Interstate 30,  Year Built: 1952,  Year Reconstructed: 2003,  Status: Open,  Structure Length: 1.74m (5.71ft),  Average Daily Traffic: 82,346 (year 2018),  Truck Traffic: 26%,  Average Future Daily Traffic: 106,286 (year 2028),  Features Intersected: YOUNG CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 211.935,  Lanes on structure: 10,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 18.9m (62.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 4.0m (13.1ft)

Condition: Channel: Fair,  Culverts: Satisfactory,  Operating Rating: 31.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 19.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: September 2021

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Structure Number: M3326,  Location: W 32ND ST UALR (Lat: 34.722950,  Lng: -92.337561),  Route carried "on" structure: State highway 873,  Year Built: 1970,  Status: Posted for load,  Structure Length: 2.16m (7.09ft),  Average Daily Traffic: 909 (year 2004),  Truck Traffic: 1%,  Average Future Daily Traffic: 3,037 (year 2024),  Design Load: H 20,  Features Intersected: COLEMAN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.676,  Lanes on structure: 2,  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: 1,  Length of Maximum Span: 20.8m (68.2ft),  Curb or Sidewalk Widths: Left: 1.4m (4.6ft),  Right: 1.4m (4.6ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 10.6m (34.8ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 30.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 19.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below),  Length Of Structure Improvement: 2.93m (9.61ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Roadway Improvement Cost: $136,000,  Total Project Cost: $345,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: X0223,  Location: 1.01 MI N OF I 630 (Lat: 34.762550,  Lng: -92.390669),  Route carried "on" structure: Interstate 430,  Year Built: 1973,  Status: Open,  Structure Length: 1.58m (5.18ft),  Average Daily Traffic: 83,494 (year 2018),  Truck Traffic: 1%,  Average Future Daily Traffic: 116,655 (year 2028),  Design Load: H 20,  Features Intersected: GRASSY FLAT
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 11.714,  Lanes on structure: 10,  Base Highway Network: Yes (Inventory Route: 4302,  Subroute: 10),  Owner: State Highway Agency,  Approaching Roadway Width: 35.7m (117.1ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 4.3m (14.1ft),  Curb or Sidewalk Widths: Left: 1.7m (5.6ft),  Right: 0.0m

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 41.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 25.4 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,  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: July 2021

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Structure Number: X0237,  Location: 4.43 MI W JCT I-30 (Lat: 34.745111,  Lng: -92.336789),  Route carried "on" structure: Interstate 630,  Year Built: 1967,  Status: Open,  Structure Length: 1.62m (5.31ft),  Average Daily Traffic: 106,722 (year 2016),  Truck Traffic: 1%,  Average Future Daily Traffic: 145,171 (year 2028),  Design Load: H 20,  Features Intersected: COLEMAN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.790,  Lanes on structure: 7,  Base Highway Network: Yes (Inventory Route: 6302,  Subroute: 10),  Owner: State Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Skew: 34 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 5.5m (18.0ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 39.0 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 desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: July 2021

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Structure Number: X0238,  Location: 4.6 MI W INT. I-30 (Lat: 34.744369,  Lng: -92.343169),  Route carried "on" structure: Interstate 630,  Year Built: 1973,  Status: Open,  Structure Length: 0.73m (2.40ft),  Average Daily Traffic: 12,000 (year 2018),  Truck Traffic: 3%,  Average Future Daily Traffic: 138,000 (year 2034),  Design Load: H 20,  Features Intersected: DRAINAGE DITCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.385,  Lanes on structure: 8,  Base Highway Network: Yes (Inventory Route: 6302,  Subroute: 10),  Owner: State Highway Agency,  Approaching Roadway Width: 3.7m (12.1ft),  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: 29.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 17.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: July 2021

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Structure Number: X0259,  Location: .3 MI WEST OF BANKHEAD (Lat: 34.721358,  Lng: -92.227197),  Route carried "on" structure: City street 49810,  Year Built: 1974,  Status: Open,  Structure Length: 0.82m (2.69ft),  Average Daily Traffic: 5,900 (year 2018),  Truck Traffic: 1%,  Average Future Daily Traffic: 14,556 (year 2007),  Features Intersected: AIRPORT OUTFALL DITCH,  Facility Carried by Structure: EAST ROOSEVELT
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.170,  Lanes on structure: 2,  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: 2.4m (7.9ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 19.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 11.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: 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,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: June 2020

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Structure Number: X0275,  Location: 1 MI N OF SH 300 (Lat: 34.725939,  Lng: -92.400819),  Route carried "on" structure: Interstate 430,  Year Built: 1975,  Status: Open,  Structure Length: 1.62m (5.31ft),  Average Daily Traffic: 91,742 (year 2018),  Truck Traffic: 1%,  Average Future Daily Traffic: 117,400 (year 2038),  Features Intersected: CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.273,  Lanes on structure: 6,  Base Highway Network: Yes (Inventory Route: 4302,  Subroute: 10),  Owner: State Highway Agency,  Approaching Roadway Width: 21.9m (71.9ft),  Skew: 14 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 5.2m (17.1ft)

Condition: Channel: Very good,  Culverts: Satisfactory,  Operating Rating: 41.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 25.4 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,  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: July 2021

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Structure Number: X0276,  Location: 0.2 M N OF I-630 (Lat: 34.750539,  Lng: -92.391411),  Route carried "on" structure: Interstate 430,  Year Built: 1975,  Status: Open,  Structure Length: 2.35m (7.71ft),  Average Daily Traffic: 84,000 (year 2018),  Truck Traffic: 1%,  Average Future Daily Traffic: 116,655 (year 2028),  Design Load: H 20,  Features Intersected: ROCK CREEK
Minimum Vertical Clearance: 5.69m (18.67ft),  Kilometerpoint: 10.363,  Lanes on structure: 9,  Base Highway Network: Yes (Inventory Route: 4302,  Subroute: 10),  Owner: State Highway Agency,  Approaching Roadway Width: 26.5m (86.9ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 4.0m (13.1ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 41.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 25.4 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,  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: July 2021

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Structure Number: X0279,  Location: .8 MI N OF SH 5 (Lat: 34.689700,  Lng: -92.404811),  Route carried "on" structure: Interstate 430,  Year Built: 1975,  Status: Open,  Structure Length: 2.23m (7.32ft),  Average Daily Traffic: 82,259 (year 2018),  Truck Traffic: 1%,  Average Future Daily Traffic: 92,028 (year 2028),  Design Load: H 20,  Features Intersected: MCHENRY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.203,  Lanes on structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Skew: 14 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 5.5m (18.0ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 41.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 25.4 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,  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: July 2021

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Structure Number: X0284,  Location: 0.1 MI S SH 5 (Lat: 34.676961,  Lng: -92.406800),  Route carried "on" structure: Interstate 430,  Year Built: 1973,  Year Reconstructed: 2016,  Status: Open,  Structure Length: 0.70m (2.30ft),  Average Daily Traffic: 2,600 (year 2018),  Truck Traffic: 7%,  Average Future Daily Traffic: 85,500 (year 2033),  Design Load: H 20,  Features Intersected: DITCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.802,  Lanes on structure: 5,  Base Highway Network: Yes (Inventory Route: 4302,  Subroute: 10),  Owner: State Highway Agency,  Approaching Roadway Width: 28.7m (94.2ft),  Skew: 13 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: Good,  Operating Rating: 29.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 17.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: July 2021

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Structure Number: X0322,  Location: .25MI E OF I-30 (Lat: 34.670050,  Lng: -92.375081),  Route carried "on" structure: State highway 338,  Year Built: 1950,  Year Reconstructed: 1988,  Status: Open,  Structure Length: 0.91m (2.99ft),  Average Daily Traffic: 21,521 (year 2018),  Truck Traffic: 1%,  Average Future Daily Traffic: 16,850 (year 2028),  Features Intersected: BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.975,  Lanes on structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 17.7m (58.1ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.7m (8.9ft),  Curb-To-Curb Width: 39.6m (129.9ft),  Out-to-Out Width: 40.2m (131.9ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 30.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 19.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Superior 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,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: March 2020

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Structure Number: X0335,  Location: 1.7 E OF I 430 (Lat: 34.746150,  Lng: -92.359661),  Route carried "on" structure: City street ,  Year Built: 1977,  Status: Open,  Structure Length: 1.04m (3.41ft),  Average Daily Traffic: 16,000 (year 2018),  Truck Traffic: 1%,  Average Future Daily Traffic: 12,000 (year 2033),  Features Intersected: RUSHING CREEK,  Facility Carried by Structure: RodneyParham
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.159,  Lanes on structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 16.8m (55.1ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 1.8m (5.9ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 0.9m (3.0ft)

Condition: Channel: Fair,  Culverts: Good,  Operating Rating: 28.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 16.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: July 2021

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Structure Number: X0415,  Location: 1/2 M E OF SH 338 (Lat: 34.671819,  Lng: -92.375661),  Route carried "on" structure: Interstate 30,  Year Built: 1961,  Year Reconstructed: 1976,  Status: Open,  Structure Length: 0.76m (2.49ft),  Average Daily Traffic: 82,346 (year 2018),  Truck Traffic: 26%,  Average Future Daily Traffic: 106,286 (year 2028),  Features Intersected: CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 210.712,  Lanes on structure: 10,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 18.9m (62.0ft),  Skew: 10 degrees,  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: 29.9 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: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: September 2021

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Structure Number: X0416,  Location: 0.2MI NW OF I 630 (Lat: 34.750069,  Lng: -92.393961),  Route carried "on" structure: ServiceInterstate 430,  Year Built: 1975,  Status: Open,  Structure Length: 2.35m (7.71ft),  Average Daily Traffic: 27,000 (year 2018),  Truck Traffic: 1%,  Average Future Daily Traffic: 27,500 (year 2028),  Features Intersected: ROCK CREEK,  Facility Carried by Structure: SHACKLEFORD RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 10.363,  Lanes on structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 20.4m (66.9ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 4.0m (13.1ft)

Condition: Channel: Fair,  Culverts: Good,  Operating Rating: 32.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 20.0 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,  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: July 2021

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Structure Number: X0435,  Location: AT BUTLER PARK (Lat: 34.762489,  Lng: -92.383481),  Route carried "on" structure: City street 49630,  Year Built: 1981,  Status: Open,  Structure Length: 1.71m (5.61ft),  Average Daily Traffic: 24,000 (year 2018),  Truck Traffic: 1%,  Average Future Daily Traffic: 29,300 (year 2038),  Features Intersected: GRASSY FLAT CREEK,  Facility Carried by Structure: RODNEY PARHAM ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.821,  Lanes on structure: 5,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 18.0m (59.1ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 3.0m (9.8ft),  Curb or Sidewalk Widths: Left: 1.6m (5.2ft),  Right: 1.4m (4.6ft),  Curb-To-Curb Width: 18.1m (59.4ft),  Out-to-Out Width: 24.2m (79.4ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 29.9 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: Meets minimum limits,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.47m (8.10ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Roadway Improvement Cost: $368,000,  Total Project Cost: $844,000

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Structure Number: X0436,  Location: ROD PAR&GREEN MT (Lat: 34.772439,  Lng: -92.402169),  Route carried "on" structure: City street 49630,  Year Built: 1981,  Status: Open,  Structure Length: 1.22m (4.00ft),  Average Daily Traffic: 13,000 (year 2018),  Truck Traffic: 1%,  Average Future Daily Traffic: 24,000 (year 2032),  Features Intersected: GRASSY FLAT CREEK,  Facility Carried by Structure: RODNEY PARHAM RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.023,  Lanes on structure: 5,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 17.1m (56.1ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 2.7m (8.9ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 17.1m (56.1ft),  Out-to-Out Width: 23.0m (75.5ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 34.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 20.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.22m (4.00ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Roadway Improvement Cost: $383,000,  Total Project Cost: $563,000

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Structure Number: X0827,  Location: 1.35 MI E SH 300 (Lat: 34.809558,  Lng: -92.473847),  Route carried "on" structure: State highway 10,  Year Built: 1992,  Status: Open,  Structure Length: 1.01m (3.31ft),  Average Daily Traffic: 19,000 (year 2018),  Truck Traffic: 1%,  Average Future Daily Traffic: 22,035 (year 2028),  Design Load: H 20,  Features Intersected: DITCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.587,  Lanes on structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 17.7m (58.1ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 1.8m (5.9ft),  Curb-To-Curb Width: 25.9m (85.0ft),  Out-to-Out Width: 25.9m (85.0ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 34.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 20.9 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 desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: April 2020

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Structure Number: X0947,  Location: 0.3 MI SO SH 338 (Lat: 34.683731,  Lng: -92.236539),  Route carried "on" structure: State highway 365,  Year Built: 1997,  Status: Open,  Structure Length: 0.98m (3.22ft),  Average Daily Traffic: 2,500 (year 2018),  Truck Traffic: 8%,  Average Future Daily Traffic: 3,629 (year 2028),  Design Load: H 20,  Features Intersected: BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.530,  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: 3,  Length of Maximum Span: 3.0m (9.8ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 20.1m (65.9ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 35.4 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: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: July 2021

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Structure Number: X102,  Location: 0.8 MI SW SH 338 (Lat: 34.659828,  Lng: -92.425158),  Route carried "on" structure: State highway 5,  Year Built: 1999,  Status: Open,  Structure Length: 1.95m (6.40ft),  Average Daily Traffic: 20,000 (year 2018),  Truck Traffic: 1%,  Average Future Daily Traffic: 22,035 (year 2028),  Design Load: HS 20+Mod,  Features Intersected: CALLEGAN BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.527,  Lanes on structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 18.3m (60.0ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 30.8 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: Meets minimum limits,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: March 2020

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Structure Number: X1021,  Location: 0.25 MI NE SH 338 (Lat: 34.673931,  Lng: -92.416181),  Route carried "on" structure: State highway 5,  Year Built: 1999,  Status: Open,  Structure Length: 1.58m (5.18ft),  Average Daily Traffic: 23,983 (year 2018),  Truck Traffic: 1%,  Average Future Daily Traffic: 28,516 (year 2028),  Design Load: HS 20+Mod,  Features Intersected: HAW BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.281,  Lanes on structure: 5,  Owner: State Highway Agency,  Approaching Roadway Width: 18.3m (60.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 3.7m (12.1ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 32.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 20.0 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,  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: March 2020

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Structure Number: X1066,  Location: 0.5 mi west SH 338 (Lat: 34.665719,  Lng: -92.392381),  Route carried "on" structure: Interstate 30,  Year Built: 1958,  Status: Open,  Structure Length: 0.64m (2.10ft),  Average Daily Traffic: 79,756 (year 2018),  Truck Traffic: 25%,  Average Future Daily Traffic: 107,582 (year 2028),  Design Load: H 20,  Features Intersected: Nash Creek
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 209.054,  Lanes on structure: 10,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 17.1m (56.1ft),  Skew: 33 degrees,  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: 17.1m (56.1ft),  Out-to-Out Width: 91.7m (300.9ft)

Condition: Channel: Fair,  Culverts: Good,  Operating Rating: 31.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 19.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: September 2021

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Structure Number: X1277,  Location: 0.6 MI NE I-430 (Lat: 34.686089,  Lng: -92.399619),  Route carried "on" structure: State highway 70,  Year Built: 2013,  Status: Open,  Structure Length: 1.89m (6.20ft),  Average Daily Traffic: 12,000 (year 2018),  Truck Traffic: 3%,  Average Future Daily Traffic: 11,500 (year 2032),  Design Load: HS 20,  Features Intersected: MCHENRY RELIEF,  Facility Carried by Structure: SH 5 Log 3.98
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.789,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 12.6m (41.3ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 3.7m (12.1ft)

Condition: Channel: Very good,  Culverts: Excellent,  Operating Rating: 32.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 20.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: April 2021

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Structure Number: 1538,  Location: 1.18 M W US 70 (Lat: 34.754531,  Lng: -92.295081),  Route carried "under" structure: City street 22350,  Structure Length: 0. m,  Average Daily Traffic: 100 (year 1983),  Truck Traffic: 1%,  Features Intersected: GILL ST, RR, ROSE CREEK,  Facility Carried by Structure: SH 10-SEC 8 EB
Minimum Vertical Clearance: 7.74m (25.39ft),  Kilometerpoint: 0.290,  Length of Maximum Span: 0.0m

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Structure Number: 1538,  Location: 1.18 M W US 70 (Lat: 34.754531,  Lng: -92.295081),  Route carried "under" structure: City street 22350,  Structure Length: 0. m,  Average Daily Traffic: 100 (year 1983),  Truck Traffic: 1%,  Features Intersected: GILL ST, RR, ROSE CREEK,  Facility Carried by Structure: SH 10-SEC 8 EB
Minimum Vertical Clearance: 5.25m (17.22ft),  Kilometerpoint: 0.290,  Length of Maximum Span: 0.0m

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Structure Number: 2768,  Location: 1.2 MI S JCT I-40 (Lat: 34.744869,  Lng: -92.262919),  Route carried "under" structure: City street 49137,  Structure Length: 0. m,  Average Daily Traffic: 2,000 (year 2014),  Truck Traffic: 1%,  Features Intersected: Riverfront Dr EB,  Facility Carried by Structure: I 30-SEC 23
Minimum Vertical Clearance: 8.86m (29.07ft),  Kilometerpoint: 1.851,  Length of Maximum Span: 0.0m

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Structure Number: 2768,  Location: 1.2 MI S JCT I-40 (Lat: 34.744869,  Lng: -92.262919),  Route carried "under" structure: Ramp State highway 10,  Structure Length: 0. m,  Average Daily Traffic: 16,000 (year 2014),  Truck Traffic: 1%,  Features Intersected: I-30 NB On Ramp 2,  Facility Carried by Structure: I 30-SEC 23
Minimum Vertical Clearance: 4.35m (14.27ft),  Kilometerpoint: 26.538,  Length of Maximum Span: 0.0m

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Structure Number: 2768,  Location: 1.2 MI S JCT I-40 (Lat: 34.744869,  Lng: -92.262919),  Route carried "under" structure: Ramp Interstate 30,  Structure Length: 0. m,  Average Daily Traffic: 56,000 (year 2014),  Truck Traffic: 1%,  Features Intersected: I-30 NB On Ramp 1
Minimum Vertical Clearance: 5.00m (16.40ft),  Kilometerpoint: 225.968,  Length of Maximum Span: 0.0m

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Structure Number: 2768,  Location: 1.2 MI S JCT I-40 (Lat: 34.744869,  Lng: -92.262919),  Route carried "under" structure: City street 64470,  Structure Length: 0. m,  Average Daily Traffic: 500 (year 1998),  Truck Traffic: 1%,  Features Intersected: E 3rd St,  Facility Carried by Structure: I 30-SEC 23
Minimum Vertical Clearance: 7.18m (23.56ft),  Kilometerpoint: 0.740,  Length of Maximum Span: 0.0m

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Structure Number: 2768,  Location: 1.2 MI S JCT I-40 (Lat: 34.744869,  Lng: -92.262919),  Route carried "under" structure: Ramp State highway 10,  Structure Length: 0. m,  Average Daily Traffic: 2,700 (year 1983),  Truck Traffic: 1%,  Features Intersected: I-30 Off Ramp/SH 10,  Facility Carried by Structure: I 30-SEC 23
Minimum Vertical Clearance: 4.51m (14.80ft),  Kilometerpoint: 26.538,  Length of Maximum Span: 0.0m

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Structure Number: 2768,  Location: 1.2 MI S JCT I-40 (Lat: 34.744869,  Lng: -92.262919),  Route carried "under" structure: City street 44310,  Structure Length: 0. m,  Average Daily Traffic: 500 (year 1998),  Truck Traffic: 1%,  Features Intersected: Brother Paul Dr,  Facility Carried by Structure: I 30-SEC 23
Minimum Vertical Clearance: 8.51m (27.92ft),  Kilometerpoint: 2.108,  Length of Maximum Span: 0.0m

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Structure Number: 2768,  Location: 1.2 MI S JCT I-40 (Lat: 34.744869,  Lng: -92.262919),  Route carried "under" structure: City street 49137,  Structure Length: 0. m,  Average Daily Traffic: 2,000 (year 2014),  Truck Traffic: 1%,  Features Intersected: Riverfront Dr. WB,  Facility Carried by Structure: I 30-SEC 23
Minimum Vertical Clearance: 8.58m (28.15ft),  Kilometerpoint: 1.851,  Length of Maximum Span: 0.0m

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Structure Number: 2768,  Location: 1.2 MI S JCT I-40 (Lat: 34.744869,  Lng: -92.262919),  Route carried "under" structure: City street 52040,  Structure Length: 0. m,  Average Daily Traffic: 2,633 (year 1983),  Truck Traffic: 1%,  Features Intersected: E 2nd St,  Facility Carried by Structure: I 30-SEC 23
Minimum Vertical Clearance: 7.49m (24.57ft),  Kilometerpoint: 0.740,  Length of Maximum Span: 0.0m

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Structure Number: 2768,  Location: 1.2 MI S JCT I-40 (Lat: 34.744869,  Lng: -92.262919),  Route carried "under" structure: City street ,  Structure Length: 0. m,  Average Daily Traffic: 2,000 (year 2014),  Truck Traffic: 1%,  Features Intersected: Clinton AVE,  Facility Carried by Structure: I 30-SEC 23
Minimum Vertical Clearance: 7.01m (23.00ft),  Kilometerpoint: 1.851,  Length of Maximum Span: 0.0m

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Structure Number: 2979,  Location: .07 MI W OF US 70 (Lat: 34.749869,  Lng: -92.276192),  Route carried "under" structure: City street 1850,  Structure Length: 0. m,  Average Daily Traffic: 217 (year 1983),  Truck Traffic: 1%,  Features Intersected: ARCH STREET,  Facility Carried by Structure: SH 10 Log 15.58
Minimum Vertical Clearance: 4.29m (14.07ft),  Kilometerpoint: 0.080,  Length of Maximum Span: 0.0m

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Structure Number: 3173,  Location: .5 MI E JCT OF US 70 (Lat: 34.678831,  Lng: -92.344081),  Route carried "under" structure: City street 22260,  Structure Length: 0. m,  Average Daily Traffic: 27,132 (year 1983),  Truck Traffic: 1%,  Features Intersected: GEYER SPRINGS ROAD,  Facility Carried by Structure: I 30 EB log 132.82
Minimum Vertical Clearance: 4.48m (14.70ft),  Kilometerpoint: 1.062,  Length of Maximum Span: 0.0m

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Structure Number: 3174,  Location: 1.1 MI E SH 70 (Lat: 34.678650,  Lng: -92.332611),  Route carried "under" structure: Interstate 30,  Structure Length: 0. m,  Average Daily Traffic: 42,000 (year 2014),  Truck Traffic: 1%,  Features Intersected: I 30-LOG 133.46,  Facility Carried by Structure: STANTON RD
Minimum Vertical Clearance: 4.92m (16.14ft),  Kilometerpoint: 214.783,  Length of Maximum Span: 0.0m

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Structure Number: 3174,  Location: 1.1 MI E SH 70 (Lat: 34.678650,  Lng: -92.332611),  Route carried "under" structure: Interstate 30,  Structure Length: 0. m,  Average Daily Traffic: 42,000 (year 2014),  Truck Traffic: 1%,  Features Intersected: I 30-LOG 133.46,  Facility Carried by Structure: STANTON RD
Minimum Vertical Clearance: 4.87m (15.98ft),  Kilometerpoint: 214.783,  Length of Maximum Span: 0.0m

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Structure Number: 3175,  Location: 2.0 MI E OF US 70 (Lat: 34.679631,  Lng: -92.319400),  Route carried "under" structure: Interstate 30,  Structure Length: 0. m,  Average Daily Traffic: 42,000 (year 2014),  Truck Traffic: 1%,  Features Intersected: I 30-LOG 134.22,  Facility Carried by Structure: Scott Hamilton
Minimum Vertical Clearance: 4.82m (15.81ft),  Kilometerpoint: 216.006,  Length of Maximum Span: 0.0m

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Structure Number: 3175,  Location: 2.0 MI E OF US 70 (Lat: 34.679631,  Lng: -92.319400),  Route carried "under" structure: Interstate 30,  Structure Length: 0. m,  Average Daily Traffic: 42,000 (year 2014),  Truck Traffic: 1%,  Features Intersected: I 30-LOG 134.22,  Facility Carried by Structure: Scott Hamilton
Minimum Vertical Clearance: 4.85m (15.91ft),  Kilometerpoint: 216.006,  Length of Maximum Span: 0.0m

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Structure Number: 3176,  Location: 3.10 MI E OF US 70 (Lat: 34.688889,  Lng: -92.305819),  Route carried "under" structure: ServiceCity street 65170,  Structure Length: 0. m,  Average Daily Traffic: 6,262 (year 1983),  Truck Traffic: 1%,  Features Intersected: 65TH STREET,  Facility Carried by Structure: I 30 EB Log 135.27
Minimum Vertical Clearance: 4.66m (15.29ft),  Kilometerpoint: 3.813,  Length of Maximum Span: 0.0m

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Structure Number: 3179,  Location: 4.7 MI NE OF US70 (Lat: 34.706061,  Lng: -92.288139),  Route carried "under" structure: State highway 367,  Structure Length: 0. m,  Average Daily Traffic: 6,700 (year 2014),  Truck Traffic: 1%,  Features Intersected: SH 367, RR, CREEK,  Facility Carried by Structure: I-30 EB Log 136.91
Minimum Vertical Clearance: 4.29m (14.07ft),  Kilometerpoint: 15.463,  Length of Maximum Span: 0.0m