Bridge Statistics for Stratford, California (CA)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 10Number of bridges
- 75ft / 23.2mTotal length
- $4,976,000Total costs
- 17,698Total average daily traffic
- 2,641Total average daily truck traffic
- 25,433Total future (year 2040) average daily traffic
- National Bridge Inventory (NBI) Registered Bridges for Stratford
- No street view available for this location
- New bridges - historical statistics
- 21940-1949
- 31950-1959
- 31960-1969
- 11990-1999
- 12000-2009
- Bridge Condition - Deck
- 75.0%Good
- 25.0%Poor
- Bridge Condition - Superstructure
- 75.0%Good
- 25.0%Fair
- Bridge Condition - Substructure
- 50.0%Good
- 25.0%Fair
- 25.0%Serious
- Bridge Condition - Channel
- 10.0%Very good
- 20.0%Good
- 60.0%Satisfactory
- 10.0%Fair
- Bridge Condition - Culverts
- 66.7%Good
- 33.3%Satisfactory
Find on map >> Show street view
Structure Number: 45 0007, Location: 06-KIN-041-32.26 (Lat: 36.179972, Lng: -119.834672), Route carried "on" structure: State highway 41, Year Built: 1942, Year Reconstructed: 1987, Status: Open, Structure Length: 7.92m (25.98ft), Average Daily Traffic: 7,700 (year 2009), Truck Traffic: 16%, Average Future Daily Traffic: 12,815 (year 2040), Design Load: H 20, Features Intersected: KINGS RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 32.260, Lanes on structure: 2, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 13.1m (43.0ft), Skew: 2 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 12, Length of Maximum Span: 7.6m (24.9ft), Curb-To-Curb Width: 13.0m (42.7ft), Out-to-Out Width: 14.1m (46.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Serious, Channel: Fair, Operating Rating: 25.3 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 19.4 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: High priority of corrective action, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 7.92m (25.98ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: December 2020, Underwater Inspection Date: December 2021, Bridge Improvement Cost: $2,578,000, Roadway Improvement Cost: $515,000, Total Project Cost: $4,331,000 ( Estimate for 2019), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 45 0007, Location: 06-KIN-041-32.26 (Lat: 36.179972, Lng: -119.834672), Route carried "on" structure: State highway 41, Year Built: 1942, Year Reconstructed: 1987, Status: Open, Structure Length: 7.92m (25.98ft), Average Daily Traffic: 7,700 (year 2009), Truck Traffic: 16%, Average Future Daily Traffic: 12,815 (year 2040), Design Load: H 20, Features Intersected: KINGS RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 32.260, Lanes on structure: 2, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 13.1m (43.0ft), Skew: 2 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 12, Length of Maximum Span: 7.6m (24.9ft), Curb-To-Curb Width: 13.0m (42.7ft), Out-to-Out Width: 14.1m (46.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Serious, Channel: Fair, Operating Rating: 25.3 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 19.4 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: High priority of corrective action, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 7.92m (25.98ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: December 2020, Underwater Inspection Date: December 2021, Bridge Improvement Cost: $2,578,000, Roadway Improvement Cost: $515,000, Total Project Cost: $4,331,000 ( Estimate for 2019), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >> Show street view
Structure Number: 45 0014, Location: 06-KIN-041-33.79 (Lat: 36.199178, Lng: -119.820775), Route carried "on" structure: State highway 41, Year Built: 1948, Status: Open, Structure Length: 1.92m (6.30ft), Average Daily Traffic: 6,560 (year 2009), Truck Traffic: 13%, Average Future Daily Traffic: 7,935 (year 2040), Features Intersected: EMPIRE # 2 CANAL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 33.790, Lanes on structure: 2, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 7.3m (24.0ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 58.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.0 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 45 0014, Location: 06-KIN-041-33.79 (Lat: 36.199178, Lng: -119.820775), Route carried "on" structure: State highway 41, Year Built: 1948, Status: Open, Structure Length: 1.92m (6.30ft), Average Daily Traffic: 6,560 (year 2009), Truck Traffic: 13%, Average Future Daily Traffic: 7,935 (year 2040), Features Intersected: EMPIRE # 2 CANAL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 33.790, Lanes on structure: 2, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 7.3m (24.0ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 58.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.0 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >> Show street view
Structure Number: 45C0045, Location: AT SR 41 (Lat: 36.160475, Lng: -119.851553), Route carried "on" structure: County highway , Year Built: 1991, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 200 (year 2018), Truck Traffic: 20%, Average Future Daily Traffic: 551 (year 2042), Design Load: HS 20, Features Intersected: BLAKELY CANAL, Facility Carried by Structure: 22ND AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 4 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.2m (10.5ft), Curb-To-Curb Width: 9.2m (30.2ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020
Structure Number: 45C0045, Location: AT SR 41 (Lat: 36.160475, Lng: -119.851553), Route carried "on" structure: County highway , Year Built: 1991, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 200 (year 2018), Truck Traffic: 20%, Average Future Daily Traffic: 551 (year 2042), Design Load: HS 20, Features Intersected: BLAKELY CANAL, Facility Carried by Structure: 22ND AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 4 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.2m (10.5ft), Curb-To-Curb Width: 9.2m (30.2ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020
Find on map >> Show street view
Structure Number: 45C007, Location: 0.65 MI E SR 41 (Lat: 36.189347, Lng: -119.816447), Route carried "on" structure: County highway , Year Built: 1959, Status: Open, Structure Length: 0.69m (2.26ft), Average Daily Traffic: 818 (year 2018), Truck Traffic: 15%, Average Future Daily Traffic: 1,244 (year 2042), Features Intersected: STRATFORD CANAL, Facility Carried by Structure: LAUREL AVE
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: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.3m (10.8ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 27.2 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 16.2 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020
Structure Number: 45C007, Location: 0.65 MI E SR 41 (Lat: 36.189347, Lng: -119.816447), Route carried "on" structure: County highway , Year Built: 1959, Status: Open, Structure Length: 0.69m (2.26ft), Average Daily Traffic: 818 (year 2018), Truck Traffic: 15%, Average Future Daily Traffic: 1,244 (year 2042), Features Intersected: STRATFORD CANAL, Facility Carried by Structure: LAUREL AVE
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: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.3m (10.8ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 27.2 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 16.2 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020
Find on map >> Show street view
Structure Number: 45C0114, Location: 0.65 MI W 21ST AVE (Lat: 36.189414, Lng: -119.845631), Route carried "on" structure: County highway , Year Built: 1955, Status: Open, Structure Length: 4.48m (14.70ft), Average Daily Traffic: 1,500 (year 2018), Truck Traffic: 15%, Average Future Daily Traffic: 1,045 (year 2042), Design Load: H 15, Features Intersected: KINGS RIVER, Facility Carried by Structure: LAUREL AVE
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), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 8.8m (28.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 8.0m (26.2ft), Out-to-Out Width: 8.6m (28.2ft)
Condition: Deck: Poor, Superstructure: Fair, Substructure: Good, Channel: Satisfactory, Operating Rating: 61.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.9 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: 4.48m (14.70ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Bridge Improvement Cost: $384,000, Roadway Improvement Cost: $76,000, Total Project Cost: $645,000 ( Estimate for 2017), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 45C0114, Location: 0.65 MI W 21ST AVE (Lat: 36.189414, Lng: -119.845631), Route carried "on" structure: County highway , Year Built: 1955, Status: Open, Structure Length: 4.48m (14.70ft), Average Daily Traffic: 1,500 (year 2018), Truck Traffic: 15%, Average Future Daily Traffic: 1,045 (year 2042), Design Load: H 15, Features Intersected: KINGS RIVER, Facility Carried by Structure: LAUREL AVE
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), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 8.8m (28.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 8.0m (26.2ft), Out-to-Out Width: 8.6m (28.2ft)
Condition: Deck: Poor, Superstructure: Fair, Substructure: Good, Channel: Satisfactory, Operating Rating: 61.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.9 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: 4.48m (14.70ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Bridge Improvement Cost: $384,000, Roadway Improvement Cost: $76,000, Total Project Cost: $645,000 ( Estimate for 2017), Deck Structure Type: Concrete Cast-file-Place
Find on map >> Show street view
Structure Number: 45C0119, Location: JUST SO MANTECA AVE (Lat: 36.150969, Lng: -119.780025), Route carried "on" structure: County highway , Year Built: 1950, Status: Open, Structure Length: 2.13m (6.99ft), Average Daily Traffic: 20 (year 2018), Truck Traffic: 15%, Average Future Daily Traffic: 45 (year 2042), Design Load: H 15, Features Intersected: TULARE LAKE CANAL, Facility Carried by Structure: 18TH AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 4.6m (15.1ft), Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 5.2m (17.1ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 6.1m (20.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Fair, Channel: Satisfactory, Operating Rating: 34.3 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 24.3 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 45C0119, Location: JUST SO MANTECA AVE (Lat: 36.150969, Lng: -119.780025), Route carried "on" structure: County highway , Year Built: 1950, Status: Open, Structure Length: 2.13m (6.99ft), Average Daily Traffic: 20 (year 2018), Truck Traffic: 15%, Average Future Daily Traffic: 45 (year 2042), Design Load: H 15, Features Intersected: TULARE LAKE CANAL, Facility Carried by Structure: 18TH AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 4.6m (15.1ft), Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 5.2m (17.1ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 6.1m (20.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Fair, Channel: Satisfactory, Operating Rating: 34.3 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 24.3 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >> Show street view
Structure Number: 45C0138, Location: 0.3 MI E 20TH AVE (Lat: 36.167286, Lng: -119.811008), Route carried "on" structure: County highway , Year Built: 1965, Status: Open, Structure Length: 1.28m (4.20ft), Average Daily Traffic: 250 (year 2018), Truck Traffic: 20%, Average Future Daily Traffic: 469 (year 2042), Features Intersected: TULARE LAKE CANAL, Facility Carried by Structure: MADISON AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 4.1m (13.5ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 40.5 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.3 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020
Structure Number: 45C0138, Location: 0.3 MI E 20TH AVE (Lat: 36.167286, Lng: -119.811008), Route carried "on" structure: County highway , Year Built: 1965, Status: Open, Structure Length: 1.28m (4.20ft), Average Daily Traffic: 250 (year 2018), Truck Traffic: 20%, Average Future Daily Traffic: 469 (year 2042), Features Intersected: TULARE LAKE CANAL, Facility Carried by Structure: MADISON AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 4.1m (13.5ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 40.5 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.3 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020
Find on map >> Show street view
Structure Number: 45C0139, Location: 0.7 MI N MADISON AVE (Lat: 36.177975, Lng: -119.824942), Route carried "on" structure: County highway , Year Built: 1965, Status: Open, Structure Length: 1.34m (4.40ft), Average Daily Traffic: 200 (year 2018), Truck Traffic: 20%, Average Future Daily Traffic: 499 (year 2042), Features Intersected: TULARE LAKE CANAL, Facility Carried by Structure: 20 1/2 AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 4 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 4.3m (14.1ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 40.5 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.3 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020
Structure Number: 45C0139, Location: 0.7 MI N MADISON AVE (Lat: 36.177975, Lng: -119.824942), Route carried "on" structure: County highway , Year Built: 1965, Status: Open, Structure Length: 1.34m (4.40ft), Average Daily Traffic: 200 (year 2018), Truck Traffic: 20%, Average Future Daily Traffic: 499 (year 2042), Features Intersected: TULARE LAKE CANAL, Facility Carried by Structure: 20 1/2 AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 4 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 4.3m (14.1ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 40.5 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.3 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020
Find on map >> Show street view
Structure Number: 45C014, Location: 0.5 MI N MADISON AVE (Lat: 36.172147, Lng: -119.815981), Route carried "on" structure: County highway , Year Built: 1965, Status: Open, Structure Length: 1.28m (4.20ft), Average Daily Traffic: 200 (year 2018), Truck Traffic: 20%, Average Future Daily Traffic: 522 (year 2042), Features Intersected: TULARE LAKE CANAL, Facility Carried by Structure: 20TH AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 4.1m (13.5ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 40.5 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.3 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020
Structure Number: 45C014, Location: 0.5 MI N MADISON AVE (Lat: 36.172147, Lng: -119.815981), Route carried "on" structure: County highway , Year Built: 1965, Status: Open, Structure Length: 1.28m (4.20ft), Average Daily Traffic: 200 (year 2018), Truck Traffic: 20%, Average Future Daily Traffic: 522 (year 2042), Features Intersected: TULARE LAKE CANAL, Facility Carried by Structure: 20TH AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 4.1m (13.5ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 40.5 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.3 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020
Find on map >> Show street view
Structure Number: 45C0141, Location: 0.45 MI S/O MEDFORD AVE (Lat: 36.153792, Lng: -119.797831), Route carried "on" structure: County highway , Year Built: 2005, Status: Open, Structure Length: 1.50m (4.92ft), Average Daily Traffic: 250 (year 2018), Truck Traffic: 15%, Average Future Daily Traffic: 308 (year 2042), Features Intersected: TULARE LAKE CANAL, Facility Carried by Structure: 19TH AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 10.7m (35.1ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 5, Length of Maximum Span: 1.7m (5.6ft)
Condition: Channel: Very good, Culverts: Good, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, 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 24 months, Inspection Date: October 2020
Structure Number: 45C0141, Location: 0.45 MI S/O MEDFORD AVE (Lat: 36.153792, Lng: -119.797831), Route carried "on" structure: County highway , Year Built: 2005, Status: Open, Structure Length: 1.50m (4.92ft), Average Daily Traffic: 250 (year 2018), Truck Traffic: 15%, Average Future Daily Traffic: 308 (year 2042), Features Intersected: TULARE LAKE CANAL, Facility Carried by Structure: 19TH AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 10.7m (35.1ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 5, Length of Maximum Span: 1.7m (5.6ft)
Condition: Channel: Very good, Culverts: Good, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, 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 24 months, Inspection Date: October 2020