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Bridges & Structures

Technical Advisory 5140.27

MN 35W Structural Inventory and Assessment sheet

Return to TA 5140.27

Year: 2007 State: MN Structure: 9340 Federal Agency: N

USE OF THIS DOCUMENT IS SUBJECT TO 23 USC SEC 409.

**********IDENTIFICATION**********
( 1) STATE NAME: MINNESOTA CODE: 27
( 8) STRUCTURE NUMBER:     9340
( 5) INVENTORY ROUTE (ON/UNDER):   1110035W0
( 2) HIGHWAY AGENCY DISTRICT:   05
( 3) COUNTY CODE: 053 ( 4) PLACE CODE: 43000
( 6) FEATURES INTERSECTED: RR, MISS R, 2ND ST & Rd
( 7) FACILITY CARRIED: I 35W
( 9) LOCATION: 1.0 MI NE OF JCT TH 94
( 11) KILOMETERPOINT: 0
( 12) BASE HIGHWAY NETWORK:   CODE 1
( 13) LRS INVENTORY ROUTE & SUBROUTE:  
( 16) LATITUDE: 44 DEG 58 MIN 50.89 SEC
( 17) LONGITUDE: 93 DEG 14 MIN 40.09 SEC
( 98) BORDER BRIDGE STATE CODE: % SHARE:  
( 99) BORDER BRIDGE STRUCTURE NUMBER:  
**********STRUCTURE TYPE AND MATERIAL**********
( 43) STRUCTURE TYPE MAIN - MATERIAL: Steel Contin
TYPE:Truss - Deck CODE 409
( 44) STRUCTURE TYPE APPR - MATERIAL: Steel Contin
TYPE:Not Applicable CODE 400
( 45) NUMBER OF SPANS IN MAIN UNIT: 3
( 46) NUMBER OF APPROACH SPANS: 11
(107) DECK STRUCTURE TYPE: Concrete-C-I-P CODE: 1
(108) WEARING SURFACE / PROTECTIVE SYSTEM:
( A) TYPE OF WEARING SURFACE: Low Slump Conc CODE: 4
( B) TYPE OF MEMBRANE: None CODE: 0
( C) TYPE OF DECK PROTECTION: Not Applicable CODE: N
**********AGE AND SERVICE**********
( 27) YEAR BUILT: 1967
(106) YEAR RECONSTRUCTED: 0
( 42) TYPE OF SERVICE - ON: Highway
- UNDER: Highway-Waterway-Railroad CODE: 18
( 28) LANES - ON STRUCTURE: 8 UNDER STRUCTURE: 3
( 29) AVERAGE DAILY TRAFFIC: 141000
( 30) YEAR OF ADT: 2004 (109) TRUCK ADT %: 4 %
( 19) BYPASS, DETOUR LENGTH: 10 KM
**********GEOMETRIC DATA**********
( 48) LENGTH OF MAXIMUM SPAN: 139.00 M
( 49) STRUCTURE LENGTH: 581.30 M
( 50) CURB OR SIDEWALK - LEFT: 0.50 M RIGHT: 0.50 M
( 51) BRIDGE ROADWAY WIDTH CURB TO CURB: 31.70 M
( 52) DECK WIDTH OUT TO OUT: 34.50 M
( 32) APPROACH ROADWAY WIDTH (W/SHOULDERS): 32.90 M
( 33) BRIDGE MEDIAN: Closed With Barrier CODE: 3
( 34) SKEW: 0 ( 35) STRUCTURE FLARED: Yes
( 10) INVENTORY ROUTE MIN VERT CLEAR: 99.99 M
( 47) INVENTORY ROUTE TOTAL HORIZ CLEAR: 15.80 M
( 53) MIN VERT CLEAROVER BRIDGE RDWY: 99.99 M
( 54) MIN VER UNDERCLEAR REF: Highway 4.82 M
( 55) MIN LAT UNDERCLEAR RT REF: Highway 4.50 M
( 56) MIN LAT UNDERCLEAR LEFT: M
**********NAVIGATION DATA**********
( 38) NAVIGATION CONTROL: Br Permit Req CODE: 1
(111) PIER PROTECTION: Not Required CODE: 1
( 39) NAVIGATION VERTICAL CLEARANCE: 19.50 M
(116) VERT-LIFT BRIDGE NAV MIN VERT CLEARANCE: M
( 40) NAVIGATION HORIZONTAL CLEARANCE: 121.90 M
********************************************************************************
SUFFICIENCY RATING: 50  
STATUS: Structurally Deficient  
**********CLASSIFICATION********** CODE
(112) NBIS BRIDGE LENGTH: Yes Y
(104) HIGHWAY SYSTEM: Route On Nhs 1
( 26) FUNCTIONAL CLASS: Urb Prin Art Interstate 11
(100) STRAHNET HIGHWAY: Rte Is A Strahnet Hwy 1
(101) PARALLEL STRUCTURE: None Exists N
(102) DIRECTION OF TRAFFIC: 2-Way Traffic 2
(103) TEMPORARY STRUCTURE: Not Temporary  
(105) FEDERAL LANDS HIGHWAYS: Not Applicable 0
(110) DESIGNATED NATIONAL NETWORK: Part Of Net 1
( 20) TOLL: On Free Road 3
( 21) MAINTAIN: State Highway Agency 01
( 22) OWNER: State Highway Agency 01
( 37) HISTORICAL SIGNFICANCE: Not Eligible 5
**********CONDITION********** CODE
( 58) DECK: 5
( 59) SUPERSTRUCTURE: 4
( 60) SUBSTRUCTURE: 6
( 61) CHANNEL AND CHANNEL PROTECTION: 7
( 62) CULVERTS: N
**********LOAD RATING AND POSTING********** CODE
( 31) DESIGN LOAD: HS 20+Mod or MS 18+Mod 6
( 63) OPERATING RATING METHOD: Load Factor 1
( 64) OPERATING RATING: MS29.94 53.90
( 65) INVENTORY RATING METHOD: Load Factor 1
( 66) INVENTORY RATING: MS18.17 32.70
( 70) BRIDGE POSTING: No Posting Required 5
( 41) STRUCTURE OPEN, POSTED OR CLOSED: A
DESCRIPTION: Open, No Restriction
**********APPRAISAL********** CODE
( 67) STRUCTURAL EVALUATION: 4
( 68) DECK GEOMETRY: 4
( 69) UNDERCLEARANCES, VERTICAL & HORIZONTAL: 7
( 71) WATERWAY ADEQUACY: 9
( 72) APPROACH ROADWAY ALIGNMENT: 8
( 36) TRAFFIC SAFETY FEATURES: 1111
(113) SCOUR CRITICAL BRIDGES: 8
**********PROPOSED IMPROVEMENTS**********
( 75) TYPE OF WORK: CODE: 381
( 76) LENGTH OF STRUCTURE IMPROVEMENT: 581.00 M
( 94) BRIDGE IMPROVEMENT COST: $20596000
( 95) ROADWAY IMPROVEMENT COST: $201000
( 96) TOTAL PROJECT COST: $3019000
( 97) YEAR OF IMPROVEMENT COST ESTIMATE: 2006
(114) FUTURE ADT:  
(115) YEAR OF FUTURE ADT:  
**********INSPECTIONS**********
( 90) INSPECTION DATE: 0606 ( 91) FREQUENCY: 12 MO
( 92) CRITICAL FEATURE INSPECTION: ( 93) CFI DATE
( A) FRACTURE CRITICAL DETAIL: Yes 48 MO A) 06/06
( B) UNDERWATER INSP: Yes 60 MO B) 06/06
( C) OTHER SPECIAL INSP: Yes 00 MO C) /
**********WASHINGTON OFFICE FIELDS**********
( DT) DEDUCT CODE: A
( RC) SPECIAL CODE:  
(DLU) DATE LAST UPDATE (MM/DD/YYYY): 06/22/2007 8:41:16 AM
(TLU) TYPE LAST UPDATE: B
PROGRAM CODE: 0440
PROJECT NUMBER: 0353182
PROJECT SUFFIX: 3
BRIDGE TYPE IMPROVEMENT: 12
DETAIL TYPE IMPROVEMENT: 12
( SC) STEP CODE:  
FHWA-37 PROJECTS ASSOCIATED WITH THIS BRIDGE
APPR/PROJECT FEDERAL FUNDS
STRUCTURE # PROJ. PROJ. SUFFIX PROG. CODE DATE LAST ACT. FUNDS
9340     Total Funds   $0.00
9340 0353182 3 0440 31-DEC-1981 $163,288.77
9340 0353263 0 04M0 21-AUG-2002 $693,000.00
9340 0353263 0 Q010 21-AUG-2002 $1,041,825.56
9340 0353306 0 L010 12-JUN-2007 $0.00
9340     Total Funds   $1,898,114.33
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Updated: 07/02/2013
Federal Highway Administration | 1200 New Jersey Avenue, SE | Washington, DC 20590 | 202-366-4000