Technical Advisory 5140.27
MN 35W Structural Inventory and Assessment sheet
Return to TA 5140.27Year: 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: | ||||||
| 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 |