Bridge Statistics for Santa Rosa, New Mexico (NM) - Condition, Traffic, Stress, Structural Evaluation, Project Costs

Find on map >>

Structure Number: 6115,  Location: 0.2 MI E OF JCT US-54 (Lat: 34.940000,  Lng: -104.690000),  Route carried "on" structure: State highway L0035,  Year Built: 1959,  Status: Open,  Structure Length: 6.98m (22.90ft),  Average Daily Traffic: 8,424 (year 2007),  Truck Traffic: 18%,  Average Future Daily Traffic: 11,135 (year 2027),  Design Load: HS 20,  Features Intersected: PECOS RIVER,  Facility Carried by Structure: LOOP-35/SANTA ROSA
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.173,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 26.8m (87.9ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 26.2m (86.0ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 16.5m (54.1ft),  Out-to-Out Width: 23.8m (78.1ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  Channel: Good,  Operating Rating: 45.4 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 30.8 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 6.98m (22.90ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2008,  Bridge Improvement Cost: $1,607,000,  Roadway Improvement Cost: $160,000,  Total Project Cost: $2,411,000 ( Estimate for 2008),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>

Structure Number: 6116,  Location: 1.1 MI E OF JCT US-54 (Lat: 34.943333,  Lng: -104.676667),  Route carried "on" structure: State highway L0035,  Year Built: 1959,  Status: Open,  Structure Length: 3.11m (10.20ft),  Average Daily Traffic: 8,578 (year 2007),  Truck Traffic: 25%,  Average Future Daily Traffic: 11,338 (year 2027),  Design Load: HS 20,  Features Intersected: EL RITO CREEK,  Facility Carried by Structure: LOOP-35/SANTA ROSA
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.782,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 20.7m (67.9ft),  Skew: 1 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 10.1m (33.1ft),  Curb-To-Curb Width: 20.7m (67.9ft),  Out-to-Out Width: 21.5m (70.5ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Good,  Operating Rating: 40.5 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Equal to present desirable 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,  Inspection Date: December 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>

Structure Number: 6167,  Location: 0.8 MI E/W SANTA ROSA INT (Lat: 34.943333,  Lng: -104.705000),  Route carried "on" structure: State highway L0035,  Year Built: 1959,  Status: Open,  Structure Length: 1.01m (3.31ft),  Average Daily Traffic: 2,184 (year 2007),  Truck Traffic: 12%,  Average Future Daily Traffic: 2,886 (year 2027),  Design Load: HS 20,  Features Intersected: UNNAMED WATERWAY,  Facility Carried by Structure: LOOP-35/SANTA ROSA
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.690,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Skew: 21 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.0m (9.8ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 51.8 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: January 2008

Find on map >>

Structure Number: 7189,  Location: 1.1 MI E OF JCT LOOP-35 (Lat: 34.921667,  Lng: -104.691667),  Route carried "on" structure: Interstate 40,  Year Built: 1971,  Status: Open,  Structure Length: 3.81m (12.50ft),  Average Daily Traffic: 8,353 (year 2007),  Truck Traffic: 40%,  Average Future Daily Traffic: 12,574 (year 2027),  Design Load: HS 20+Mod,  Features Intersected: 8TH STREET IN SANTA ROSA
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 442.319,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Skew: 10 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 16.5m (54.1ft),  Curb-To-Curb Width: 12.7m (41.7ft),  Out-to-Out Width: 13.7m (44.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 72.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 37.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

Find on map >>

Structure Number: 719,  Location: 1.1 MI E OF JCT LOOP-35 (Lat: 34.930000,  Lng: -104.686667),  Route carried "on" structure: Interstate 40,  Year Built: 1971,  Status: Open,  Structure Length: 3.81m (12.50ft),  Average Daily Traffic: 8,840 (year 2007),  Truck Traffic: 40%,  Average Future Daily Traffic: 13,306 (year 2027),  Design Load: HS 20+Mod,  Features Intersected: 8TH STREET IN SANTA ROSA
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 442.211,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Skew: 10 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 16.5m (54.1ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 13.7m (44.9ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 72.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 37.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present desirable criteria,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

Find on map >>

Structure Number: 7191,  Location: 19.5 MI E JCT I40 & US84 (Lat: 34.947167,  Lng: -104.678500),  Route carried "on" structure: Interstate 40,  Year Built: 1972,  Year Reconstructed: 2005,  Status: Open,  Structure Length: 6.86m (22.51ft),  Average Daily Traffic: 8,353 (year 2007),  Truck Traffic: 40%,  Average Future Daily Traffic: 12,574 (year 2027),  Design Load: HS 20+Mod,  Features Intersected: C R I & P RAILROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 442.285,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Skew: 14 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 26.8m (87.9ft),  Curb-To-Curb Width: 13.0m (42.7ft),  Out-to-Out Width: 13.7m (44.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 56.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 25.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>

Structure Number: 7192,  Location: 19.5 MI E JCT I-40 & US84 (Lat: 34.947333,  Lng: -104.678167),  Route carried "on" structure: Interstate 40,  Year Built: 1972,  Year Reconstructed: 2005,  Status: Open,  Structure Length: 6.83m (22.41ft),  Average Daily Traffic: 8,840 (year 2007),  Truck Traffic: 40%,  Average Future Daily Traffic: 13,306 (year 2027),  Design Load: HS 20+Mod,  Features Intersected: C R I & P RAILROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 442.177,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 13.1m (43.0ft),  Skew: 14 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 26.8m (87.9ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 13.7m (44.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 56.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 25.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

Find on map >>

Structure Number: 7193,  Location: MIDDLE INTRCHG/SANTA ROSA (Lat: 34.945000,  Lng: -104.671667),  Route carried "on" structure: Interstate 40,  Year Built: 1972,  Status: Open,  Structure Length: 9.08m (29.79ft),  Average Daily Traffic: 10,264 (year 2007),  Truck Traffic: 40%,  Average Future Daily Traffic: 15,450 (year 2027),  Design Load: HS 20+Mod,  Features Intersected: US-54/LOOP-35
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 442.777,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.5m (41.0ft),  Skew: 15 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 42.7m (140.1ft),  Curb-To-Curb Width: 13.3m (43.6ft),  Out-to-Out Width: 14.2m (46.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 59.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 35.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2006,  Other Special Inspection Date: July 2006,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>

Structure Number: 7194,  Location: MIDDLE INTRCHG/SANTA ROSA (Lat: 34.945000,  Lng: -104.671667),  Route carried "on" structure: Interstate 40,  Year Built: 1972,  Status: Open,  Structure Length: 8.44m (27.69ft),  Average Daily Traffic: 10,457 (year 2007),  Truck Traffic: 40%,  Average Future Daily Traffic: 15,741 (year 2027),  Design Load: HS 20+Mod,  Features Intersected: US-54/LOOP-35
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 442.777,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.5m (41.0ft),  Skew: 15 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 42.7m (140.1ft),  Curb-To-Curb Width: 13.3m (43.6ft),  Out-to-Out Width: 14.2m (46.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 64.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 38.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2006,  Other Special Inspection Date: July 2006,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>

Structure Number: 7195,  Location: JCT I-40/US-84/SANTA ROSA (Lat: 34.943333,  Lng: -104.640000),  Route carried "on" structure: Interstate 40,  Year Built: 1972,  Status: Open,  Structure Length: 6.16m (20.21ft),  Average Daily Traffic: 8,883 (year 2007),  Truck Traffic: 40%,  Average Future Daily Traffic: 13,371 (year 2027),  Design Load: HS 20+Mod,  Features Intersected: LOOP-35/EAST END
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 445.507,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Skew: 12 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 32.6m (107.0ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 13.7m (44.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 71.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 42.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present desirable criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

Find on map >>

Structure Number: 7196,  Location: JCT I-40/US-84/SANTA ROSA (Lat: 34.945000,  Lng: -104.640000),  Route carried "on" structure: Interstate 40,  Year Built: 1972,  Status: Open,  Structure Length: 6.34m (20.80ft),  Average Daily Traffic: 9,115 (year 2007),  Truck Traffic: 40%,  Average Future Daily Traffic: 13,721 (year 2027),  Design Load: HS 20+Mod,  Features Intersected: LOOP-35/EAST END
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 445.619,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Skew: 12 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 33.8m (110.9ft),  Curb-To-Curb Width: 12.9m (42.3ft),  Out-to-Out Width: 13.7m (44.9ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 82.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 30.8 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,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

Find on map >>

Structure Number: 9323,  Location: 1.0 M E JCT US54/66 L35 (Lat: 34.936667,  Lng: -104.673000),  Route carried "on" structure: City street ,  Year Built: 2003,  Status: Open,  Structure Length: 2.19m (7.19ft),  Average Daily Traffic: 264 (year 2007),  Truck Traffic: 1%,  Average Future Daily Traffic: 265 (year 2027),  Design Load: HS 20,  Features Intersected: EL RITO CREEK,  Facility Carried by Structure: LA PRADIRA AVE.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.483,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 21.0m (68.9ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 58.3 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Equal to present desirable criteria,  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,  Inspection Date: December 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>

Structure Number: 7189,  Location: 1.1 MI E OF JCT LOOP-35 (Lat: 34.921667,  Lng: -104.691667),  Route carried "under" structure: City street ,  Year Built: 1971,  Structure Length: 3.81m (12.50ft),  Average Daily Traffic: 500 (year 2007),  Features Intersected: I-40 EBL,  Facility Carried by Structure: I-40 EBL
Minimum Vertical Clearance: 5.18m (16.99ft),  Kilometerpoint: 0.029,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 16.5m (54.1ft)

Find on map >>

Structure Number: 719,  Location: 1.1 MI E OF JCT LOOP-35 (Lat: 34.930000,  Lng: -104.686667),  Route carried "under" structure: City street ,  Year Built: 1971,  Structure Length: 3.81m (12.50ft),  Average Daily Traffic: 500 (year 2007),  Features Intersected: I-40 WBL,  Facility Carried by Structure: I-40 WBL
Minimum Vertical Clearance: 4.83m (15.85ft),  Kilometerpoint: 0.029,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 16.5m (54.1ft)

Find on map >>

Structure Number: 7193,  Location: MIDDLE INTRCHG/SANTA ROSA (Lat: 34.945000,  Lng: -104.671667),  Route carried "under" structure: State highway L0035,  Year Built: 1972,  Structure Length: 9.08m (29.79ft),  Average Daily Traffic: 7,472 (year 2007),  Truck Traffic: 18%,  Features Intersected: I-40 EBL,  Facility Carried by Structure: I-40 EBL
Minimum Vertical Clearance: 6.22m (20.41ft),  Kilometerpoint: 4.056,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 42.7m (140.1ft)

Find on map >>

Structure Number: 7194,  Location: MIDDLE INTRCHG/SANTA ROSA (Lat: 34.945000,  Lng: -104.671667),  Route carried "under" structure: State highway L0035,  Year Built: 1972,  Structure Length: 8.44m (27.69ft),  Average Daily Traffic: 7,472 (year 2007),  Truck Traffic: 18%,  Features Intersected: I-40 WBL,  Facility Carried by Structure: I-40 WBL
Minimum Vertical Clearance: 5.44m (17.85ft),  Kilometerpoint: 4.056,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 42.7m (140.1ft)

Find on map >>

Structure Number: 7195,  Location: JCT I-40/US-84/SANTA ROSA (Lat: 34.943333,  Lng: -104.640000),  Route carried "under" structure: US 84,  Year Built: 1972,  Structure Length: 6.16m (20.21ft),  Average Daily Traffic: 8,323 (year 2007),  Truck Traffic: 43%,  Features Intersected: I-40 EBL,  Facility Carried by Structure: I-40 EBL
Minimum Vertical Clearance: 5.44m (17.85ft),  Kilometerpoint: 67.127,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 32.6m (107.0ft)

Find on map >>

Structure Number: 7196,  Location: JCT I-40/US-84/SANTA ROSA (Lat: 34.945000,  Lng: -104.640000),  Route carried "under" structure: US 84,  Year Built: 1972,  Structure Length: 6.34m (20.80ft),  Average Daily Traffic: 8,323 (year 2007),  Truck Traffic: 43%,  Features Intersected: I-40 WBL,  Facility Carried by Structure: I-40 WBL
Minimum Vertical Clearance: 5.23m (17.16ft),  Kilometerpoint: 67.131,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 33.8m (110.9ft)