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Bridge Statistics for Hemet, California (CA) - Condition, Traffic, Stress, Structural Evaluation, Project Costs

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National Bridge Inventory (NBI) Statistics
Number of bridges: 15
Total length: 21 meters (69ft)
Total costs: $313,000
Total average daily traffic: 104,000
Total average daily truck traffic: 1,190
Total future (year 2026) average daily traffic: 204,515
National Bridge Inventory (NBI) Registered Bridges for Hemet

New bridges - Historical Statistics

  • 1940-1949: 1
  • 1950-1959: 0
  • 1960-1969: 2
  • 1970-1979: 8
  • 1980-1989: 1
  • 1990-1999: 2
  • 2000-2009: 1

Reconstructed bridges - Historical Statistics

  • 1970-1979: 1
  • 1980-1989: 1
  • 1990-1999: 0
  • 2000-2009: 1

Average Daily Traffic

Bridge Condition - Deck

Bridge Condition - Superstructure

Bridge Condition - Substructure

Bridge Condition - Channel

Bridge Condition - Culverts

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Structure Number: 56C0166,  Location: 0.4 MI. N/O STETSON AVE. (Lat: 33.734583,  Lng: -117.006528),  Route carried "on" structure: City street Y467,  Year Built: 1965,  Status: Open,  Structure Length: 0.88m (2.89ft),  Average Daily Traffic: 18,000 (year 1999),  Truck Traffic: 1%,  Average Future Daily Traffic: 36,971 (year 2027),  Design Load: HS 20,  Features Intersected: HEMET CHANNEL,  Facility Carried by Structure: SANDERSON AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 22 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.6m (8.5ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 20.0m (65.6ft),  Out-to-Out Width: 28.0m (91.9ft)

Condition: Channel: Excellent,  Culverts: Good,  Operating Rating: 53.5 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: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: December 2005
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Structure Number: 56C0219,  Location: 25' N/O STETSON AVENUE (Lat: 33.729556,  Lng: -117.006806),  Route carried "on" structure: City street Y467,  Year Built: 1975,  Status: Open,  Structure Length: 0.88m (2.89ft),  Average Daily Traffic: 18,000 (year 1999),  Truck Traffic: 1%,  Average Future Daily Traffic: 37,218 (year 2029),  Design Load: H 20,  Features Intersected: STETSON CHANNEL,  Facility Carried by Structure: SANDERSON AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 5,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 8.2m (26.9ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.5m (27.9ft),  Curb or Sidewalk Widths: Left: 1.6m (5.2ft),  Right: 1.6m (5.2ft),  Curb-To-Curb Width: 22.6m (74.1ft),  Out-to-Out Width: 26.2m (86.0ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  Channel: Excellent,  Operating Rating: 99.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 53.5 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: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 56C022,  Location: 25' N/O STETSON AVENUE (Lat: 33.729500,  Lng: -116.997778),  Route carried "on" structure: City street Y468,  Year Built: 1975,  Status: Open,  Structure Length: 0.88m (2.89ft),  Average Daily Traffic: 8,000 (year 1999),  Truck Traffic: 1%,  Average Future Daily Traffic: 16,542 (year 2029),  Design Load: H 20,  Features Intersected: STETSON CHANNEL,  Facility Carried by Structure: KIRBY STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 5,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 19.3m (63.3ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.5m (27.9ft),  Curb or Sidewalk Widths: Left: 1.6m (5.2ft),  Right: 1.6m (5.2ft),  Curb-To-Curb Width: 19.3m (63.3ft),  Out-to-Out Width: 22.9m (75.1ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  Channel: Excellent,  Operating Rating: 49.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 29.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2007,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 56C0221,  Location: 0.47 MI. N/O STETSON AVE. (Lat: 33.736556,  Lng: -116.997611),  Route carried "on" structure: City street Y468,  Year Built: 1972,  Year Reconstructed: 1987,  Status: Open,  Structure Length: 0.82m (2.69ft),  Average Daily Traffic: 8,000 (year 1999),  Truck Traffic: 1%,  Average Future Daily Traffic: 16,432 (year 2027),  Design Load: H 20,  Features Intersected: WHITTIER AVENUE CHANNEL,  Facility Carried by Structure: KIRBY STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 19.2m (63.0ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.9m (25.9ft),  Curb or Sidewalk Widths: Left: 1.6m (5.2ft),  Right: 1.6m (5.2ft),  Curb-To-Curb Width: 19.2m (63.0ft),  Out-to-Out Width: 22.9m (75.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Excellent,  Operating Rating: 53.5 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: December 2005,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 56C0223,  Location: 0.47 MI. S/O RTE. 74 HWY. (Lat: 33.741139,  Lng: -116.989278),  Route carried "on" structure: City street Y469,  Year Built: 1971,  Status: Open,  Structure Length: 0.82m (2.69ft),  Average Daily Traffic: 8,000 (year 1999),  Truck Traffic: 1%,  Average Future Daily Traffic: 16,542 (year 2029),  Design Load: H 20,  Features Intersected: HEMET CHANNEL,  Facility Carried by Structure: LYON AVENUE
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),  Skew: 2 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  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: 15.2m (49.9ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  Channel: Excellent,  Operating Rating: 53.5 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: 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,  Inspection Date: November 2007,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 56C023,  Location: 50' N/O STETSON AVENUE (Lat: 33.729528,  Lng: -117.015194),  Route carried "on" structure: City street ,  Year Built: 1975,  Status: Open,  Structure Length: 0.91m (2.99ft),  Average Daily Traffic: 4,000 (year 1999),  Truck Traffic: 1%,  Average Future Daily Traffic: 8,270 (year 2029),  Design Load: H 20,  Features Intersected: STETSON AVENUE CHANNEL,  Facility Carried by Structure: CAWSTON AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 8.2m (26.9ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.2m (26.9ft),  Curb or Sidewalk Widths: Left: 1.6m (5.2ft),  Right: 0.0m,  Curb-To-Curb Width: 18.9m (62.0ft),  Out-to-Out Width: 21.0m (68.9ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  Channel: Excellent,  Operating Rating: 55.3 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: November 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 56C0262,  Location: 0.4 MI. W/O CAWSTON AVE. (Lat: 33.729222,  Lng: -117.020389),  Route carried "on" structure: City street Y461,  Year Built: 1940,  Year Reconstructed: 1981,  Status: Open,  Structure Length: 1.37m (4.49ft),  Average Daily Traffic: 9,000 (year 1999),  Truck Traffic: 1%,  Average Future Daily Traffic: 18,609 (year 2029),  Features Intersected: HEMET CHANNEL,  Facility Carried by Structure: STETSON AVENUE
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: Wood or Timber,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 6.7m (22.0ft),  Curb-To-Curb Width: 8.4m (27.6ft),  Out-to-Out Width: 8.5m (27.9ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Poor,  Channel: Satisfactory,  Operating Rating: 20.2 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 13.5 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: High priority of replacement,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below),  Length Of Structure Improvement: 2.04m (6.69ft),  Designated Inspection Frequency: Every 12 months,  Inspection Date: November 2007,  Bridge Improvement Cost: $209,000,  Roadway Improvement Cost: $21,000,  Total Project Cost: $313,000,  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 56C0263,  Location: 25' N/O STETSON AVENUE (Lat: 33.729583,  Lng: -116.989111),  Route carried "on" structure: City street ,  Year Built: 1975,  Status: Open,  Structure Length: 0.85m (2.79ft),  Average Daily Traffic: 4,000 (year 1999),  Truck Traffic: 1%,  Average Future Daily Traffic: 8,270 (year 2029),  Design Load: H 20,  Features Intersected: STETSON CHANNEL,  Facility Carried by Structure: LYON AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 12.1m (39.7ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.6m (24.9ft),  Curb or Sidewalk Widths: Left: 1.6m (5.2ft),  Right: 1.6m (5.2ft),  Curb-To-Curb Width: 12.1m (39.7ft),  Out-to-Out Width: 15.8m (51.8ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  Channel: Excellent,  Operating Rating: 49.9 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: Better than present minimum criteria,  Deck Geometry: 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,  Inspection Date: November 2007,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 56C0264,  Location: 25' N/O STETSON AVENUE (Lat: 33.729556,  Lng: -116.985056),  Route carried "on" structure: City street ,  Year Built: 1975,  Status: Open,  Structure Length: 0.88m (2.89ft),  Average Daily Traffic: 1,000 (year 1999),  Truck Traffic: 1%,  Average Future Daily Traffic: 2,068 (year 2029),  Design Load: H 20,  Features Intersected: STETSON CHANNEL,  Facility Carried by Structure: ELK STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 15.0m (49.2ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.6m (24.9ft),  Curb or Sidewalk Widths: Left: 1.6m (5.2ft),  Right: 1.6m (5.2ft),  Curb-To-Curb Width: 15.0m (49.2ft),  Out-to-Out Width: 18.9m (62.0ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  Channel: Excellent,  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: Better than 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,  Inspection Date: November 2007,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 56C033,  Location: 0.2 MI. N/O STETSON AVE. (Lat: 33.731278,  Lng: -117.015194),  Route carried "on" structure: City street ,  Year Built: 1965,  Status: Open,  Structure Length: 1.19m (3.90ft),  Average Daily Traffic: 2,000 (year 2000),  Truck Traffic: 1%,  Average Future Daily Traffic: 4,094 (year 2027),  Design Load: HS 20,  Features Intersected: HEMET CHANNEL,  Facility Carried by Structure: CAWSTON AVENUE
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: 1 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.5m (8.2ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 7.3m (24.0ft)

Condition: Channel: Excellent,  Culverts: Very good,  Operating Rating: 53.5 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: Equal to present desirable criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: December 2005
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Structure Number: 56C0345,  Location: AT WHITTIER AVENUE (Lat: 33.736611,  Lng: -116.991806),  Route carried "on" structure: City street ,  Year Built: 1973,  Status: Open,  Structure Length: 0.82m (2.69ft),  Average Daily Traffic: 2,000 (year 2000),  Truck Traffic: 1%,  Average Future Daily Traffic: 4,121 (year 2029),  Design Load: H 20,  Features Intersected: WHITTIER AVENUE CHANNEL,  Facility Carried by Structure: ARBOR PARKWAY
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,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.6m (24.9ft),  Curb or Sidewalk Widths: Left: 1.6m (5.2ft),  Right: 1.6m (5.2ft),  Curb-To-Curb Width: 10.8m (35.4ft),  Out-to-Out Width: 14.6m (47.9ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  Channel: Excellent,  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: 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: November 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 56C0389,  Location: 100' E/O MERIDIAN STREET (Lat: 33.760250,  Lng: -116.927917),  Route carried "on" structure: City street ,  Year Built: 1988,  Status: Open,  Structure Length: 1.22m (4.00ft),  Average Daily Traffic: 1,000 (year 2001),  Truck Traffic: 1%,  Average Future Daily Traffic: 2,054 (year 2029),  Design Load: H 20,  Features Intersected: MERIDIAN STREET CHANNEL,  Facility Carried by Structure: SOUTHHAMPTON COURT
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,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 11.3m (37.1ft),  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: Fair,  Superstructure: Good,  Substructure: Good,  Channel: Excellent,  Operating Rating: 53.5 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 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: November 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 56C043,  Location: 0.6 MI. N/O STETSON AVE. (Lat: 33.737861,  Lng: -116.997722),  Route carried "on" structure: City street Y468,  Year Built: 1991,  Status: Open,  Structure Length: 0.91m (2.99ft),  Average Daily Traffic: 6,000 (year 1999),  Truck Traffic: 1%,  Average Future Daily Traffic: 12,324 (year 2027),  Features Intersected: HEMET CHANNEL,  Facility Carried by Structure: KIRBY STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 17.6m (57.7ft),  Skew: 21 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.8m (28.9ft),  Curb or Sidewalk Widths: Left: 1.7m (5.6ft),  Right: 1.7m (5.6ft),  Curb-To-Curb Width: 17.6m (57.7ft),  Out-to-Out Width: 25.3m (83.0ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Channel: Excellent,  Operating Rating: 53.5 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: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: December 2005,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 56C054,  Location: 200' N DOMENIGONI PKWY (Lat: 33.714083,  Lng: -117.006139),  Route carried "on" structure: City street ,  Year Built: 1996,  Year Reconstructed: 2006,  Status: Open,  Structure Length: 7.16m (23.49ft),  Average Daily Traffic: 8,000 (year 2006),  Truck Traffic: 2%,  Average Future Daily Traffic: 10,000 (year 2026),  Design Load: HS 20+Mod,  Features Intersected: SALT CREEK CHANNEL,  Facility Carried by Structure: SANDERSON AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 23.0m (75.5ft),  Skew: 10 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 28.6m (93.8ft),  Curb or Sidewalk Widths: Left: 3.0m (9.8ft),  Right: 3.0m (9.8ft),  Curb-To-Curb Width: 21.2m (69.6ft),  Out-to-Out Width: 29.6m (97.1ft)

Condition: Deck: Satisfactory,  Superstructure: Very good,  Substructure: Good,  Channel: Excellent,  Operating Rating: 54.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.4 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,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2007,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 56C0541,  Location: 0.75 MI N DOMENIGONI PKWY (Lat: 33.714194,  Lng: -116.971667),  Route carried "on" structure: City street ,  Year Built: 2004,  Status: Open,  Structure Length: 2.11m (6.92ft),  Average Daily Traffic: 7,000 (year 2006),  Truck Traffic: 2%,  Average Future Daily Traffic: 11,000 (year 2026),  Design Load: HS 20,  Features Intersected: CHANNEL "4B",  Facility Carried by Structure: STATE STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 5,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 23.4m (76.8ft),  Skew: 2 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 3.9m (12.8ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 23.4m (76.8ft),  Out-to-Out Width: 40.5m (132.9ft)

Condition: Channel: Very good,  Culverts: Good,  Operating Rating: 54.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.4 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,  Inspection Date: November 2007

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