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Bridge Statistics for Calexico, California (CA) - Condition, Traffic, Stress, Structural Evaluation, Project CostsBack to: Calexico, CA, California, California forum, All US cities. National Bridge Inventory (NBI) Statistics Number of bridges: 13 Total length: 37 meters (121ft) Total costs: $684,000 Total average daily traffic: 53,400 Total average daily truck traffic: 2,824 Total future (year 2028) average daily traffic: 61,674 National Bridge Inventory (NBI) Registered Bridges for Calexico
Bridge Condition - Deck Bridge Condition - Superstructure Bridge Condition - Substructure Bridge Condition - Channel Find on map >>
Structure Number: 58 0024, Location: 11-IMP-111-R1.69-CLX (Lat: 32.686667, Lng: -115.498333), Route carried "on" structure: State highway 111, Year Built: 1938, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 29,500 (year 1998), Truck Traffic: 8%, Average Future Daily Traffic: 31,943 (year 2029), Design Load: HS 15, Features Intersected: ALL AMERICAN CANAL Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.690, Lanes on structure: 4, Base Highway Network: Yes (Inventory Route: 1, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 33.3m (109.3ft), Skew: 20 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.6m (15.1ft), Curb-To-Curb Width: 33.3m (109.3ft) Condition: Channel: Excellent, Culverts: Very good, Operating Rating: 40.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 24.3 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, Underwater Inspection Frequency: Every 60 months, Inspection Date: October 2007, Underwater Inspection Date: May 2007 Find on map >>
Structure Number: 58C003, Location: 50' N OF COLE RD (Lat: 32.694033, Lng: -115.465200), Route carried "on" structure: County highway Y607, Year Built: 1957, Status: Open, Structure Length: 2.04m (6.69ft), Average Daily Traffic: 500 (year 1990), Truck Traffic: 1%, Average Future Daily Traffic: 524 (year 2029), Design Load: HS 20, Features Intersected: BRIAR CANAL, Facility Carried by Structure: BOWKER RD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.4m (30.8ft), Skew: 4 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 9.8m (32.2ft), Curb-To-Curb Width: 9.3m (30.5ft), Out-to-Out Width: 9.4m (30.8ft) Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Good, Channel: Excellent, Operating Rating: 40.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 24.5 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: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2008, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 58C0031, Location: 200' N OF COLE RD (Lat: 32.694639, Lng: -115.465194), Route carried "on" structure: County highway Y607, Year Built: 1957, Status: Open, Structure Length: 3.44m (11.29ft), Average Daily Traffic: 500 (year 1990), Truck Traffic: 1%, Average Future Daily Traffic: 524 (year 2029), Design Load: HS 20, Features Intersected: CENTRAL MAIN CANAL, Facility Carried by Structure: BOWKER RD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.4m (30.8ft), Skew: 4 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 11.3m (37.1ft), Curb-To-Curb Width: 9.3m (30.5ft), Out-to-Out Width: 9.4m (30.8ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 63.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.0 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: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: March 2008, Underwater Inspection Date: March 2007, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 58C0033, Location: 50' W OF RTE 111 (Lat: 32.685833, Lng: -115.500000), Route carried "on" structure: County highway , Year Built: 1965, Status: Open, Structure Length: 2.80m (9.19ft), Average Daily Traffic: 1,000 (year 1990), Truck Traffic: 1%, Average Future Daily Traffic: 1,253 (year 2028), Design Load: HS 20, Features Intersected: ALL AMERICAN CANAL, Facility Carried by Structure: SCARONI ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 27.4m (89.9ft), Curb-To-Curb Width: 10.1m (33.1ft), Out-to-Out Width: 11.3m (37.1ft) Condition: Deck: Satisfactory, Superstructure: Very good, Substructure: Good, Channel: Very good, Operating Rating: 76.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.6 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: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: Febuary 2006, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 58C0035, Location: 0.5 MI N OF SR 98 (Lat: 32.685833, Lng: -115.498889), Route carried "on" structure: City street , Year Built: 1965, Status: Open, Structure Length: 3.35m (10.99ft), Average Daily Traffic: 1,000 (year 1990), Truck Traffic: 1%, Average Future Daily Traffic: 1,257 (year 2029), Design Load: HS 20, Features Intersected: ALL AMERICAN CANAL, Facility Carried by Structure: IMPERIAL AVE E Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 32.9m (107.9ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.3m (4.3ft), Curb-To-Curb Width: 10.1m (33.1ft), Out-to-Out Width: 12.3m (40.4ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Very good, Operating Rating: 99.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.6 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: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2008, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 58C0036, Location: 0.5 MI N OF COLE RD (Lat: 32.700967, Lng: -115.498917), Route carried "on" structure: County highway , Year Built: 1965, Status: Open, Structure Length: 2.56m (8.40ft), Average Daily Traffic: 300 (year 1990), Truck Traffic: 1%, Average Future Daily Traffic: 419 (year 2029), Design Load: HS 20, Features Intersected: CENTRAL MAIN CANAL, Facility Carried by Structure: YOURMAN RD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 12.5m (41.0ft), Curb-To-Curb Width: 9.9m (32.5ft), Out-to-Out Width: 10.5m (34.4ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 59.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: 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, Underwater Inspection Frequency: Every 60 months, Inspection Date: March 2008, Underwater Inspection Date: March 2007, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 58C0037, Location: 0.5 MI N OF COLE RD (Lat: 32.701450, Lng: -115.499867), Route carried "on" structure: County highway , Year Built: 1935, Year Reconstructed: 1965, Status: Open, Structure Length: 3.11m (10.20ft), Average Daily Traffic: 300 (year 1990), Truck Traffic: 1%, Average Future Daily Traffic: 419 (year 2029), Design Load: H 15, Features Intersected: CENTRAL MAIN CANAL, Facility Carried by Structure: SCARONI RD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.4m (30.8ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 7, Length of Maximum Span: 5.8m (19.0ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 11.7m (38.4ft) Condition: Deck: Good, Superstructure: Good, Substructure: Fair, Channel: Very good, Operating Rating: 40.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 24.5 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, Underwater Inspection Frequency: Every 60 months, Inspection Date: March 2008, Underwater Inspection Date: March 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 58C0095, Location: 0.2 MI W OF 111 (Lat: 32.666483, Lng: -115.503117), Route carried "on" structure: City street Y582, Year Built: 1973, Status: Open, Structure Length: 1.65m (5.41ft), Average Daily Traffic: 2,500 (year 1990), Truck Traffic: 10%, Average Future Daily Traffic: 3,144 (year 2029), Design Load: HS 20, Features Intersected: NEW RIVER, Facility Carried by Structure: SECOND ST Minimum Vertical Clearance: 5.18m (16.99ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 7.9m (25.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 15.4m (50.5ft) Condition: Deck: Fair, Superstructure: Fair, Substructure: Good, Channel: Very good, Operating Rating: 87.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 51.7 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 minimum criteria, Length Of Structure Improvement: 1.65m (5.41ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: March 2008, Underwater Inspection Date: January 1996, Bridge Improvement Cost: $127,000, Roadway Improvement Cost: $13,000, Total Project Cost: $191,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 58C0096, Location: 0.5 MI N OF SR 98 (Lat: 32.685833, Lng: -115.495833), Route carried "on" structure: City street Y600, Year Built: 1973, Status: Open, Structure Length: 3.87m (12.70ft), Average Daily Traffic: 2,000 (year 1990), Truck Traffic: 1%, Average Future Daily Traffic: 2,095 (year 2029), Design Load: HS 20, Features Intersected: ALL AMERICAN CANAL, Facility Carried by Structure: ROCKWOOD AVE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 4, Length of Maximum Span: 9.4m (30.8ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 15.8m (51.8ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 86.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 49.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: March 2008, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 58C0097, Location: 0.6 MI S OF COLE RD (Lat: 32.685833, Lng: -115.481944), Route carried "on" structure: County highway Y605, Year Built: 1967, Status: Open, Structure Length: 4.05m (13.29ft), Average Daily Traffic: 14,000 (year 2007), Truck Traffic: 1%, Average Future Daily Traffic: 18,000 (year 2029), Design Load: HS 20, Features Intersected: ALL AMERICAN CANAL, Facility Carried by Structure: MEADOWS ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 16.3m (53.5ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 5, Length of Maximum Span: 7.9m (25.9ft), Curb-To-Curb Width: 16.3m (53.5ft), Out-to-Out Width: 19.9m (65.3ft) Condition: Deck: Fair, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 57.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: March 2008, Underwater Inspection Date: Febuary 2007, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 58C0104, Location: 1.65 MI W OF 111 (Lat: 32.665633, Lng: -115.528400), Route carried "on" structure: County highway Y582, Year Built: 1936, Status: Open, Structure Length: 3.47m (11.38ft), Average Daily Traffic: 800 (year 1989), Truck Traffic: 1%, Average Future Daily Traffic: 1,048 (year 2029), Features Intersected: ALL AMERICAN CANAL, Facility Carried by Structure: ANZA ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 17.1m (56.1ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 6.5m (21.3ft), Out-to-Out Width: 7.9m (25.9ft) Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Channel: Very good, Operating Rating: 39.0 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: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.47m (11.38ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: March 2008, Underwater Inspection Date: March 2001, Bridge Improvement Cost: $329,000, Roadway Improvement Cost: $33,000, Total Project Cost: $493,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 58C0109, Location: 40' E OF BOWKER RD (Lat: 32.693917, Lng: -115.464817), Route carried "on" structure: County highway , Year Built: 1971, Status: Open, Structure Length: 2.07m (6.79ft), Average Daily Traffic: 500 (year 1990), Truck Traffic: 1%, Average Future Daily Traffic: 524 (year 2029), Design Load: HS 20, Features Intersected: BRIAR CANAL, Facility Carried by Structure: COLE RD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 8.8m (28.9ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 7.9m (25.9ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 9.9m (32.5ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Excellent, Operating Rating: 57.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.5 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: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: March 2008, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 58C011, Location: 200' E OF BOWKER RD (Lat: 32.694050, Lng: -115.464417), Route carried "on" structure: County highway , Year Built: 1971, Status: Open, Structure Length: 3.75m (12.30ft), Average Daily Traffic: 500 (year 1990), Truck Traffic: 1%, Average Future Daily Traffic: 524 (year 2029), Design Load: HS 20, Features Intersected: CENTRAL MAIN CANAL, Facility Carried by Structure: COLE RD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 4 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 4, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 9.9m (32.5ft) Condition: Deck: Poor, Superstructure: Satisfactory, Substructure: Good, Channel: Very good, Operating Rating: 61.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.2 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 minimum criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: March 2008, Underwater Inspection Date: May 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Discuss this city on our hugely popular California forum Back to: Calexico, CA, California, All US cities.
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