S.R.: CLASSIFICATION 100 STRAHNET Highway: 0 -Not a STRAHNET hwy 101 Parallel Structure: N -No bridge exists

Transcription

1 Structum: 59 JDOT SI and A Sheet ame: US, 9 AD 46 OVER JOES ROAD S.R.: 76. SD/FO- -StructurallyDeficient IDETIFICATIO ISPECTIO State: 4 ew Jersey 8 Struc um: 59 9 Frequency: 4 months 9 Inspection Date: 7/4/ ext Inspection: 7/4/ 7 Facility Carried: US, 9 AD 46 9 Location:.5 MI.W.of GEO WASH BRI 9A FC Frequency: A 9A FC Inspection Date: A ext FC Inspection: A 5A Rte.(On/Under): -Route On Structure 5B Rte. Signing Prefix: -U.S. umbered 9B UW Frequency: A 9B UW Inspection Date: A ext UW Inspection: A Hwy 5C Level of Service: -Mainline 5D Rte. umber: 9C SI Frequency: A 9C SI Date: A ext SI: A 5E Directional Suffix: - ot Applicable % Responsibility : A SHD District: - orth County Code: Bergen 4 Place Code: Fort Lee, Bergen Mile Post: mi 6 Feature Intersected : JOES ROAD 6 Latitude: 4d 5'.6" 7 Longitude: 7d 58' 4.96" 98 Border Bridge Code: - ot Applicable (P) 99 Border Bridge umber: Unknown STRUCTURE TYPE AD MATERIALS 46 umber of Approach Spans : 45 umber of Spans Main Unit: 4A/B Main Span Material/Design: -Steel -Stringer/Girder Element Frequency: 4 months Element Inspection Date: 7/4/ ext Elem. Insp. Due: 7/4/ CLASSIFICATIO STRAHET Highway: -ot a STRAHET hwy Parallel Structure: -o bridge exists Direction of Traffic: --way traffic Temporary Structure: Blank 4 Highway System: -On the HS BIS Length: Y - Long Enough Toll Facility: -On free road 6 Functional Class: 4 -Urban Other Princ 7 Historical Significance: 5 -ot eligible for RHP Owner: JDOT Custodian: JDOT CODITIO 58 Deck: 4 -Poor 59 Super: 6 -Satisfactory 6 Sub: 6 -Satisfactory 6 Culvert: -ot applicable 6 Channel/Channel Protection: -ot applicable 7 Deck Type: - Conc..-Cast-in-Place LOAD RATIG AD POSTIG 8A Wearing Surface: -Latex Conc../Similar 65 Inventory Rating Method: - LF Load Factor 6 Operating Rating Method: -LF Load Factor 8B Membrane: 8C Deck Protection: 4A Type of Service On: 4B Type of Service Under: -Highway 66 Inventory Rating: HS7. 64 Operating Rating: HS45. AGE AD SERVICE 4 Posting status: A -Open, no restriction 5 -Highway-pedestrian 8A Lanes on: 4 8B Lanes Under: 9 Detour Length:. mi 9 ADT: 48,55 9 Truck ADT: 4 % Year of ADT: GEOMETRIC DATA Design Load: -Other or Unknown 7 Posting: 5 At/Above Legal Loads APPRAISAL 6A Bridge Rail: -Meets Standards 6C Approach Rail: -Substandard 6B Transition: -Substandard 6D Approach Rail Ends: -Substandard 67 Str. Evaluation: 6 68 Deck Geometry: 5 Above Tolerable 69 Underclearance, Vertical and Horizontal: 4 -Tolerable 48 Length Max Span: 6. ft 49 Structure Length: 64. ft 7 Waterway Adequacy: -ot applicable 7 Approach Alignment: 7-Above Min Criteria 5A Curb/Sdwlk Wdth L: 4.6 ft 5B Curb/Sidewalk Width R: 4.7 ft Width Curb to Curb 5: 58. ft 5 Width Out to Out: Approach Roadway Width: (w/ shoulders) Deck Area: 4,67.5 sq. ft - one - one 7 Year Built: 9 6 Year Reconstructed: Skew: 9. 5 Structure Flared: -o flare 5 Minimum Vertical Clearance Over Bridge: 54A Minimum Vertical Underclearance Reference: 54B Minimum Vertical Underclearance: 55A Minimum Lateral Underclearance Reference R: 58 ft Median: ft H -Hwy beneath struct 4.5 ft H -Hwy beneath struct Closed Med w/barriers Scour Critical: -ot Over Waterway PROPOSED IMPROVEMETS 94 Bridge Cost: $ 75 Type of Work: 95 Roadway Cost: $ 76 Length of Improvment: 96 Total Cost: $ $ 996,86 4 Future ADT: 59,5 97 Year of Cost Estimate: 5 Year of Future ADT: 8 avigation Control: AVIGATIO DATA -/A-o waterway 55B Minimum Lateral Undrclearance R: 5.5 ft 9 Vertical Clearance:. ft 4 Horizontal Clearance:. ft 56 Minimum Lateral Undrclearance L:. ft Pier Protection: ot Applicable 6 Lift Bridge Vertical Clearance: ft ELEMET CODITIO STATE DATA Str Unit Elm/Env Description / P Conc Deck/Rigid Ov (SF) 7/ Open Gird/Enc Stl 5/ R/Conc Abutment / Compressn Joint Seal / Enclosed Bearing / R/Conc Approach Slab Units Total Qty % in Qty. St. % in Qty. St. % in Qty. St. % in 4 Qty. St. 4 % in 5 Qty. St. 5 4,67 % % 4,67 % % % 85 8 % 68 % 7 % % % % 66 % % % % 68 % % 68 % % % % % % % % 5 % 5 5 % 5 % % % JDOT InspectionSIAEnglisho Wed 8// :48:7 (v.) Page of 4

2 Structum: 59 JDOT SI and A Sheet Str Unit Elm/Env Description / Conc Bridge Railing / Other Bridge Railing 58/ Deck Cracking SmFlag 59/ Soffit Smart Flag 5/ Curbs/Walks - Conc 56/ Wingwalls - Abut Units Total Qty % in Qty. St. % in Qty. St. % in Qty. St. % in 4 Qty. St. 4 % in 5 Qty. St % 56 4 % 8 % 5 % % 8 77 % 98 % % % % % % % % % % % % % % 8 % % 8 % % % 9 % 98 7 % 5 % % % JDOT BRIDGE FIELDS Brkey: 59 Inspkey GEERAL COUTER MEASURES (V.) TEMPORARY STRUCTURES (A) Town: (AA) Route: (AD) Admin: Fort Lee Boro +9 (AE) Alt Agency: STRUCTURE AD APPURTEACES (AC) on-inv Feature: (AF) Alt Struct #: (AG) Rail Type: (AH) Rail Height:: (AJ) Slope Protection: (AK) Abutment: (AL) Pier: (AM) Depth of Fill: (AP) Fender System: (AT) Special Material : (AT) Special Material : 47 Concrete Balustrade.8 Full Height -.8 one (AU) Add Struct: (AV) Widen Stru: Material Design st Widen nd Widen FUDIG AD COST (BL) Discretionary: (BM) Fed Job #: BR BIS75 (B) State Job #: 54 (BO) St Maint Cost: (BP) Brdg Demo SCOUR EVALUATIO (FA) FHWA Category: (FB) Stage Date: //9 (FC) Stage Consultant: (FD) Prioritization: (FE) Sufficiency: (FF)Date Stage II //9 (FG) Stage II Consultant: (FH) Crit. Element: (FI) Recommended: (GV) Bridge: (GW) Shoring: (GX) Reports: (GY) Measures: (FJ) Cost: (GZ) Cond Desc: (FK) Installed: (FL) Monitoring Reqd: PROJECT PROGRAMMIG (HB) Bridge List ID: (HC) Consultant (HD) -Cy Insp Contr: STC L (HE) Proceed Date: I //9 II 4/6/4 (HF) State Proj Mgr: MAK BRIDGE OISE BARRIER (HA) Type H HS S - M Misc Material : (CH). : Height : -- : -- PAITIG (GB) Environment: (GR) Last Painting: /9 (GA) Painting Req: FECIG (AQ) Chain Link:. ft (F) Warranted: SIG STRUCTURES (GS) Overhead: (GT) Cantilever: (GU) Fascia Mounted: POSTIGS LOAD RATIGS Inv Opr (BQ) (CA) (BR) (BS) (BT) (BU) (BV) (CB) (CC) (CD) (CE) (CF) (CH) L MISCELLAEOUS (CQ) Bridge List: (BK) Overstress %: (FV) Route Milepost: X (FM) Incident Reprtd: (AO) Utilities: : : : 4: (CR) Off-Route Bridge: (BB) Orphan Bridge: (A) Plan Available: Y (FX) Fed Error Uncorr (FW) Estimated ADT RAILROAD (BC) USRA Code: (CG) Load Type: (BD ) Rail On/Under: (CG) Tons (BD )RRs intersected: (AI) Speed: (BE) Rail Milepost: -.6 JDOT InspectionSIAEnglisho Wed 8// :48:7 (v.) Page of 4

3 Structum: JDOT ISPECTIO FIELDS 59 JDOT SI and A Sheet (V.) GEERAL MISCELLAEOUS REMARKS PAITIG (CI) Cycle umber: 6 (B) Deletion Code: (BF) Deck: : R (GD) Fascia Beam: (CJ) Insp Type: S (BA) Apr Rdwy Cond: 6 : O (GE) Fascia B. Flange: (CK) Inspection Crew: S (CM) Consultant: L (CO) Prev Consultant: A47 (CP) Federal Report: ISPECTIO DATES (AW) Mech/Electrical: //9 (AX) Deck: //9 (AY) Special Testing: //9 (GC) Paint: //9 (AR) Equipment: : : FATIGUE DETAIL (AZ) Location: Location : Location : I-DEPTH PI-HAGER (FR) Consultant: (FS) : P 4: T 5: D (BG) Super: : D : 9 : Z (BH) Sub: : O : C : (BI) Channel (BJ) Culvert (GF) Interior Beam: (GH) Interior B. Flange: (GI) Beam Ends: (GJ) Connections: (GK) Bracings: (GL) Bearings: (GM) Substructure: (G) Above Deck Super: (GO) Railings/Fence: (GP) Remarks : Conc. Encased Steel Stringers. : (AS) Testing: : : FECIG (FO) Pedestrian Traffic: (GQ) Remarks : Bearings-Concealed. : (FT) Combo: (FP) Improvement Cost: $ Thousands (FQ) FCM/Pin-Hngr Insp Date: //9 ROADWAY DATA Bridge Id: SRI 59 (V.) ROADWAY IDETIFICATIO TRAFFIC AD ACCIDETS BI Roadway?: Roadway ame: Item 5A: Item 5B: Item 5C: US, 9 and 46 Item 5D: Item 5E HWY ETWORKS AD SERVICE CLASSIFICATIO Milepost: Base Hwy etwork: Toll Facility: A LRS Inventory Route 6 Functional Class: mi 4 B Subroute o.: TraffDirection: ALTERATE CLASSIFICATIO Strahnet Hwy: Transit Rt: 4 HS System: Emergency 5 Fed. Lands Hwy: Truck Hwy et: School Bus: 8 Lanes : um Median: Road Speed: ADTclass: 9 ADTtotal: Year of ADT: 4 Future ADT: 5 Year of Future ADT: 9 Truck ADTT % : 9 Bypass Length: Detour Speed: CLEARACES Vertical Clearance: 47 Invent Route Horiz Clear: (DJ) Min Vert Undrclr: WIDTHS Appr Rdwy Width: 5 Brdg Rdwy With Curb-Curb: 4 45 mph mi 5 mph ft 9. ft. ft 58 ft 58. ft JDOT InspectionSIAEnglisho Wed 8// :48:7 (v.) Page of 4

4 Structum: ROADWAY DATA 59 JDOT SI and A Sheet Bridge Id: SRI 59 ROADWAY IDETIFICATIO (V.) TRAFFIC AD ACCIDETS BI Roadway?: Roadway ame: Item 5A: Item 5B: Item 5C: Item 5D: Jones Road 5 Item 5E HWY ETWORKS AD SERVICE CLASSIFICATIO Milepost: Base Hwy etwork: Toll Facility: A LRS Inventory Route 6 Functional Class:. mi 9 B Subroute o.: TraffDirection: ALTERATE CLASSIFICATIO Strahnet Hwy: Transit Rt: 4 HS System: Emergency 5 Fed. Lands Hwy: Truck Hwy et: School Bus: 8 Lanes : um Median: Road Speed: ADTclass: 9 ADTtotal: Year of ADT: 4 Future ADT: 5 Year of Future ADT: 9 Truck ADTT % : 9 Bypass Length: Detour Speed: CLEARACES Vertical Clearance: 47 Invent Route Horiz Clear: (DJ) Min Vert Undrclr: WIDTHS Appr Rdwy Width: 5 Brdg Rdwy With Curb-Curb: 5 mph 65. mi 5 mph 4.4 ft.7 ft. ft - ft -. ft JDOT InspectionSIAEnglisho Wed 8// :48:7 (v.) Page 4 of 4

5 Structum: 59 JDOT SI and A Sheet ame: US, 9 AD 46 OVER JOES ROAD S.R.: 76. SD/FO- -StructurallyDeficient IDETIFICATIO ISPECTIO State: 4 ew Jersey 8 Struc um: 59 9 Frequency: 4 months 9 Inspection Date: 7/4/ ext Inspection: 7/4/ 7 Facility Carried: US, 9 AD 46 9 Location:.5 MI.W.of GEO WASH BRI 9A FC Frequency: A 9A FC Inspection Date: A ext FC Inspection: A 5A Rte.(On/Under): -Route On Structure 5B Rte. Signing Prefix: -U.S. umbered 9B UW Frequency: A 9B UW Inspection Date: A ext UW Inspection: A Hwy 5C Level of Service: -Mainline 5D Rte. umber: 9C SI Frequency: A 9C SI Date: A ext SI: A 5E Directional Suffix: - ot Applicable % Responsibility : A SHD District: - orth County Code: Bergen 4 Place Code: Fort Lee, Bergen Mile Post: mi 6 Feature Intersected : JOES ROAD 6 Latitude: 4d 5'.6" 7 Longitude: 7d 58' 4.96" 98 Border Bridge Code: - ot Applicable (P) 99 Border Bridge umber: Unknown STRUCTURE TYPE AD MATERIALS 46 umber of Approach Spans : 45 umber of Spans Main Unit: 4A/B Main Span Material/Design: -Steel -Stringer/Girder Element Frequency: 4 months Element Inspection Date: 7/4/ ext Elem. Insp. Due: 7/4/ CLASSIFICATIO STRAHET Highway: -ot a STRAHET hwy Parallel Structure: -o bridge exists Direction of Traffic: --way traffic Temporary Structure: Blank 4 Highway System: -On the HS BIS Length: Y - Long Enough Toll Facility: -On free road 6 Functional Class: 4 -Urban Other Princ 7 Historical Significance: 5 -ot eligible for RHP Owner: JDOT Custodian: JDOT CODITIO 58 Deck: 4 -Poor 59 Super: 6 -Satisfactory 6 Sub: 6 -Satisfactory 6 Culvert: -ot applicable 6 Channel/Channel Protection: -ot applicable 7 Deck Type: - Conc..-Cast-in-Place LOAD RATIG AD POSTIG 8A Wearing Surface: -Latex Conc../Similar 65 Inventory Rating Method: - LF Load Factor 6 Operating Rating Method: -LF Load Factor 8B Membrane: 8C Deck Protection: 4A Type of Service On: 4B Type of Service Under: -Highway 66 Inventory Rating: HS7. 64 Operating Rating: HS45. AGE AD SERVICE 4 Posting status: A -Open, no restriction 5 -Highway-pedestrian 8A Lanes on: 4 8B Lanes Under: 9 Detour Length:. mi 9 ADT: 48,55 9 Truck ADT: 4 % Year of ADT: GEOMETRIC DATA Design Load: -Other or Unknown 7 Posting: 5 At/Above Legal Loads APPRAISAL 6A Bridge Rail: -Meets Standards 6C Approach Rail: -Substandard 6B Transition: -Substandard 6D Approach Rail Ends: -Substandard 67 Str. Evaluation: 6 68 Deck Geometry: 5 Above Tolerable 69 Underclearance, Vertical and Horizontal: 4 -Tolerable 48 Length Max Span: 6. ft 49 Structure Length: 64. ft 7 Waterway Adequacy: -ot applicable 7 Approach Alignment: 7-Above Min Criteria 5A Curb/Sdwlk Wdth L: 4.6 ft 5B Curb/Sidewalk Width R: 4.7 ft Width Curb to Curb 5: 58. ft 5 Width Out to Out: Approach Roadway Width: (w/ shoulders) Deck Area: 4,67.5 sq. ft - one - one 7 Year Built: 9 6 Year Reconstructed: Skew: 9. 5 Structure Flared: -o flare 5 Minimum Vertical Clearance Over Bridge: 54A Minimum Vertical Underclearance Reference: 54B Minimum Vertical Underclearance: 55A Minimum Lateral Underclearance Reference R: 58 ft Median: ft H -Hwy beneath struct 4.5 ft H -Hwy beneath struct Closed Med w/barriers Scour Critical: -ot Over Waterway PROPOSED IMPROVEMETS 94 Bridge Cost: $ 75 Type of Work: 95 Roadway Cost: $ 76 Length of Improvment: 96 Total Cost: $ $ 996,86 4 Future ADT: 59,5 97 Year of Cost Estimate: 5 Year of Future ADT: 8 avigation Control: AVIGATIO DATA -/A-o waterway 55B Minimum Lateral Undrclearance R: 5.5 ft 9 Vertical Clearance:. ft 4 Horizontal Clearance:. ft 56 Minimum Lateral Undrclearance L:. ft Pier Protection: ot Applicable 6 Lift Bridge Vertical Clearance: ft ELEMET CODITIO STATE DATA Str Unit Elm/Env Description / P Conc Deck/Rigid Ov (SF) 7/ Open Gird/Enc Stl 5/ R/Conc Abutment / Compressn Joint Seal / Enclosed Bearing / R/Conc Approach Slab Units Total Qty % in Qty. St. % in Qty. St. % in Qty. St. % in 4 Qty. St. 4 % in 5 Qty. St. 5 4,67 % % 4,67 % % % 85 8 % 68 % 7 % % % % 66 % % % % 68 % % 68 % % % % % % % % 5 % 5 5 % 5 % % % JDOT InspectionSIAEnglisho Wed 8// :48:7 (v.) Page of 4

6 Structum: 59 JDOT SI and A Sheet Str Unit Elm/Env Description / Conc Bridge Railing / Other Bridge Railing 58/ Deck Cracking SmFlag 59/ Soffit Smart Flag 5/ Curbs/Walks - Conc 56/ Wingwalls - Abut Units Total Qty % in Qty. St. % in Qty. St. % in Qty. St. % in 4 Qty. St. 4 % in 5 Qty. St % 56 4 % 8 % 5 % % 8 77 % 98 % % % % % % % % % % % % % % 8 % % 8 % % % 9 % 98 7 % 5 % % % JDOT BRIDGE FIELDS Brkey: 59 Inspkey GEERAL COUTER MEASURES (V.) TEMPORARY STRUCTURES (A) Town: (AA) Route: (AD) Admin: Fort Lee Boro +9 (AE) Alt Agency: STRUCTURE AD APPURTEACES (AC) on-inv Feature: (AF) Alt Struct #: (AG) Rail Type: (AH) Rail Height:: (AJ) Slope Protection: (AK) Abutment: (AL) Pier: (AM) Depth of Fill: (AP) Fender System: (AT) Special Material : (AT) Special Material : 47 Concrete Balustrade.8 Full Height -.8 one (AU) Add Struct: (AV) Widen Stru: Material Design st Widen nd Widen FUDIG AD COST (BL) Discretionary: (BM) Fed Job #: BR BIS75 (B) State Job #: 54 (BO) St Maint Cost: (BP) Brdg Demo SCOUR EVALUATIO (FA) FHWA Category: (FB) Stage Date: //9 (FC) Stage Consultant: (FD) Prioritization: (FE) Sufficiency: (FF)Date Stage II //9 (FG) Stage II Consultant: (FH) Crit. Element: (FI) Recommended: (GV) Bridge: (GW) Shoring: (GX) Reports: (GY) Measures: (FJ) Cost: (GZ) Cond Desc: (FK) Installed: (FL) Monitoring Reqd: PROJECT PROGRAMMIG (HB) Bridge List ID: (HC) Consultant (HD) -Cy Insp Contr: STC L (HE) Proceed Date: I //9 II 4/6/4 (HF) State Proj Mgr: MAK BRIDGE OISE BARRIER (HA) Type H HS S - M Misc Material : (CH). : Height : -- : -- PAITIG (GB) Environment: (GR) Last Painting: /9 (GA) Painting Req: FECIG (AQ) Chain Link:. ft (F) Warranted: SIG STRUCTURES (GS) Overhead: (GT) Cantilever: (GU) Fascia Mounted: POSTIGS LOAD RATIGS Inv Opr (BQ) (CA) (BR) (BS) (BT) (BU) (BV) (CB) (CC) (CD) (CE) (CF) (CH) L MISCELLAEOUS (CQ) Bridge List: (BK) Overstress %: (FV) Route Milepost: X (FM) Incident Reprtd: (AO) Utilities: : : : 4: (CR) Off-Route Bridge: (BB) Orphan Bridge: (A) Plan Available: Y (FX) Fed Error Uncorr (FW) Estimated ADT RAILROAD (BC) USRA Code: (CG) Load Type: (BD ) Rail On/Under: (CG) Tons (BD )RRs intersected: (AI) Speed: (BE) Rail Milepost: -.6 JDOT InspectionSIAEnglisho Wed 8// :48:7 (v.) Page of 4

7 Structum: JDOT ISPECTIO FIELDS 59 JDOT SI and A Sheet (V.) GEERAL MISCELLAEOUS REMARKS PAITIG (CI) Cycle umber: 6 (B) Deletion Code: (BF) Deck: : R (GD) Fascia Beam: (CJ) Insp Type: S (BA) Apr Rdwy Cond: 6 : O (GE) Fascia B. Flange: (CK) Inspection Crew: S (CM) Consultant: L (CO) Prev Consultant: A47 (CP) Federal Report: ISPECTIO DATES (AW) Mech/Electrical: //9 (AX) Deck: //9 (AY) Special Testing: //9 (GC) Paint: //9 (AR) Equipment: : : FATIGUE DETAIL (AZ) Location: Location : Location : I-DEPTH PI-HAGER (FR) Consultant: (FS) : P 4: T 5: D (BG) Super: : D : 9 : Z (BH) Sub: : O : C : (BI) Channel (BJ) Culvert (GF) Interior Beam: (GH) Interior B. Flange: (GI) Beam Ends: (GJ) Connections: (GK) Bracings: (GL) Bearings: (GM) Substructure: (G) Above Deck Super: (GO) Railings/Fence: (GP) Remarks : Conc. Encased Steel Stringers. : (AS) Testing: : : FECIG (FO) Pedestrian Traffic: (GQ) Remarks : Bearings-Concealed. : (FT) Combo: (FP) Improvement Cost: $ Thousands (FQ) FCM/Pin-Hngr Insp Date: //9 ROADWAY DATA Bridge Id: SRI 59 (V.) ROADWAY IDETIFICATIO TRAFFIC AD ACCIDETS BI Roadway?: Roadway ame: Item 5A: Item 5B: Item 5C: US, 9 and 46 Item 5D: Item 5E HWY ETWORKS AD SERVICE CLASSIFICATIO Milepost: Base Hwy etwork: Toll Facility: A LRS Inventory Route 6 Functional Class: mi 4 B Subroute o.: TraffDirection: ALTERATE CLASSIFICATIO Strahnet Hwy: Transit Rt: 4 HS System: Emergency 5 Fed. Lands Hwy: Truck Hwy et: School Bus: 8 Lanes : um Median: Road Speed: ADTclass: 9 ADTtotal: Year of ADT: 4 Future ADT: 5 Year of Future ADT: 9 Truck ADTT % : 9 Bypass Length: Detour Speed: CLEARACES Vertical Clearance: 47 Invent Route Horiz Clear: (DJ) Min Vert Undrclr: WIDTHS Appr Rdwy Width: 5 Brdg Rdwy With Curb-Curb: 4 45 mph mi 5 mph ft 9. ft. ft 58 ft 58. ft JDOT InspectionSIAEnglisho Wed 8// :48:7 (v.) Page of 4

8 Structum: ROADWAY DATA 59 JDOT SI and A Sheet Bridge Id: SRI 59 ROADWAY IDETIFICATIO (V.) TRAFFIC AD ACCIDETS BI Roadway?: Roadway ame: Item 5A: Item 5B: Item 5C: Item 5D: Jones Road 5 Item 5E HWY ETWORKS AD SERVICE CLASSIFICATIO Milepost: Base Hwy etwork: Toll Facility: A LRS Inventory Route 6 Functional Class:. mi 9 B Subroute o.: TraffDirection: ALTERATE CLASSIFICATIO Strahnet Hwy: Transit Rt: 4 HS System: Emergency 5 Fed. Lands Hwy: Truck Hwy et: School Bus: 8 Lanes : um Median: Road Speed: ADTclass: 9 ADTtotal: Year of ADT: 4 Future ADT: 5 Year of Future ADT: 9 Truck ADTT % : 9 Bypass Length: Detour Speed: CLEARACES Vertical Clearance: 47 Invent Route Horiz Clear: (DJ) Min Vert Undrclr: WIDTHS Appr Rdwy Width: 5 Brdg Rdwy With Curb-Curb: 5 mph 65. mi 5 mph 4.4 ft.7 ft. ft - ft -. ft JDOT InspectionSIAEnglisho Wed 8// :48:7 (v.) Page 4 of 4