Minnesota 2007 Five Percent Report
This report is in response to the Federal requirement that each state describe at least 5 percent of its locations currently exhibiting the most severe highway safety needs, in accordance with Sections 148(c)(1)(D) and 148(g)(3)(A), of Title 23, United States Code. Each state's report is to include potential remedies to the hazardous locations identified; estimated costs of the remedies; and impediments to implementation of the remedies other than costs. The reports included on this web site represent a variety of methods utilized and various degrees of road coverage. Therefore, this report cannot be compared with the other reports included on this Web site.
Protection from Discovery and Admission into Evidence—Under 23 U.S.C. 148(g)(4) information collected or compiled for any purpose directly relating to this report shall not be subject to discovery or admitted into evidence in a Federal or State court proceeding or considered for other purposes in any action for damages arising from any occurrence at a location identified or addressed in the reports. |
Additional information, including the specific legislative requirements, can be found in the guidance provided by the Federal Highway Administration,
http://safety.fhwa.dot.gov/safetealu/fiveguidance.htm.
Minnesota Annual Highway Safety Improvement Program Report
For State Fiscal Year 2007
E. 5 PERCENT REPORT
Methodology
As a condition for obligating HSIP funds, Section 148©(1)(D) of SAFETEA-LU requires states to prepare an annual report that describes not less than 5 percent of their public road locations exhibiting the most severe safety needs.
For the 2006 HSIP report to the FHWA, Mn/DOT elected to submit a subset of the Top 200 Intersections and Top 150 Sections that represent the highest crash cost locations on the Trunk Highway system in the state. These locations were ranked by crash cost which weighted fatal and serious injury crashes much higher than property damage crashes only, however, the results were generally at locations of high crash incidence and were not based strictly on severe crashes. At the time, we didn't have time or resources to pursue a different ranking procedure.
Since then, we have had the opportunity to see what other states have done with their 5% reports and have decided to make some modifications. The guidance provided by the FHWA suggests utilizing a ranking system based on fatal and serious injury crashes. To that end, we have changed our ranking system.
The capabilities of our data system enable us to produce many reports, but these reports are typically limited to only the Trunk Highway system. Certain elements required to produce reports for all levels of roadway are often simply not present. Both our traditional Top 200 and Top 150 lists are limited in this way.
SECTIONS
Section analysis was previously based only on Trunk Highways, but data indicated that many of the crashes included in our emphasis areas would simply not appear because they occurred on the local system. To solve this issue, and to avoid section breaks at arbitrary increments, we employed a clustering algorithm to report a certain frequency upon a given length. Lane-departure crashes were identified previously as the primary source of our fatal and serious injury crashes. The criteria are as follows:
- Fatal (K) and serious injuries (A) only
- Not intersection related (junction code)
- Run off road left and right, head on, side-swipe opposite direction, and "other" (diagram code)
- 10 years of data (1997-2006)
- A frequency of four crashes per mile must be maintained to qualify as a section
To compile the list of sections for the top 5% report, the total number of fatal (K) and incapacitating injury (A) lane departure crashes over the last 10 years were tallied (approximately 8300) and 5% of this total was calculated. Lane departure crashes are represented by ran-off-road-left, ran-off-road-right, head-on, sideswipe-opposing, and "other". Through an iteration process, it was determined that sections containing 4 or more crashes (both K and A) per mile most closely represented this 5%. Sections persist beyond one mile so long as the rate of 4 crashes per mile is maintained. These are called "CLUSTERS". Each section's ranking on the 2004-2006 Sections Crash Cost List is shown for comparison. Because the standard Sections Crash Cost List is limited to Trunk Highways only, all county and city sections in this list have no comparable rank. These sections were ranked by the following weight:
[(K*2)+A]/section length
In total there were 554 crashes in 115 clusters which met our criteria. Early analysis shows that 53% of the clusters are in the Metro district, while 54% of the clusters are located on the Trunk Highway system. Seven of the top ten sections are in greater Minnesota.
INTERSECTIONS
Intersections could only be evaluated for Trunk Highways. The list was determined by using a similar methodology as in sections. Over the last 10 years there were approximately 4,800 fatal and serious injury intersection related crashes. 238 Crashes across 26 intersections met or exceeded 5%, of which 46% (12 intersections) are located in the Metro District.
- Fatal (K) and serious injuries (A) only
- All intersection related crashes
- Crash cost was calculated and intersections were prioritized from highest cost to lowest
- 10 years of data (1997-2006)
- Intersections contained in table contain cumulatively more than 5% of all intersection fatal and serious injury related crashes.
RESPONSES
These lists were distributed to the appropriate jurisdictions in order to determine the following:
- Awareness of a potential safety issue
- Actions which have been taken during the 10 year time frame
- Actions which are anticipated in the near future
- Verification of the data. Is there a safety problem?
The table below summarizes these responses. Due to the short time frame, some jurisdictions were unable to respond. Tabular data in this case is marked "no response". Further analysis of these responses will lead to the removal of some of these sections and intersections from the table. It is our intent to update this table on a yearly basis as new data becomes available.
The prime impediments to implementing safety remedies with sufficient impact are funding availability. For the sections list, these costs are significantly higher than the intersections costs, but would undoubtedly have a much greater impact. An additional impediment to implementation is the political acceptability of these improvements. Many of these sections and intersections are in urban areas. Construction projects would have environmental and social impacts which may be unacceptable to local units of government. Another issue for signalized intersections is the debate between safety and capacity in regard to protected left turns. A balance between operations, access and safety will be necessary.
TABLE 9A - Top 5% Sections
Based on 1997-2006 F + A Crashes
| RANK | TOP 150 RANK | SYS | NUM | COUNTY | CITY | DISTRICT | TOTAL | BEG RP | END RP | Completed projects | Construction dates | Construction Cost | Planned projects | Year Planned | Cost | Notes | |
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| K | A | ||||||||||||||||
| 1 | 99 | MNTH | 65 | Anoka | M | 3 | 1 | 010+00.476 | 010+00.715 | 53RD AVE. IN FRIDLEY TO 89TH AVE. IN BLAINE-INTERCONNECTION | 1997 | $82,582 | NONE | NONE | NONE | NONE | |
| AT 85TH AVE.N.E.- REVISE INTERSECTION & SIGNAL | 1997 | $452,551 | NONE | NONE | NONE | NONE | |||||||||||
| FROM TH 10 TO 45TH AVE. N.E.-SHOULDER BUS LANES | 1997 | $100,000 | NONE | NONE | NONE | NONE | |||||||||||
| OLD TH10 TO 153RD AVE. NE - MILL & OVERLAY, ETC. | 1999 | $2,882,122 | NONE | NONE | NONE | NONE | |||||||||||
| 85TH AVE. TO 89TH AVE. IN BLAINE-OVERLAY W.FR.RD. | 2000 | $67,300 | NONE | NONE | NONE | NONE | |||||||||||
| FROM MISSISSIPPI ST. TO BUNKER LAKE BLVD. IN FRIDLEY,SPRING LAKE. PARK, BLAINE AND HAM LAKE.-SIGNING REPLACEMENT | 2005 | $151,997 | NONE | NONE | NONE | NONE | |||||||||||
| FROM CSAH 10 TO THE INTERSECTION OF 121ST AVENUE IN THE CITY OF BLAINE - MICROSURFACING | 2007 | $1,013,268 | NONE | NONE | NONE | NONE | |||||||||||
| 2 | CSAH | 22 | Anoka | M | 2 | 2 | 014+00.196 | 014+00.426 | RESTRIPE ALL COUNTY ROADS | ANNUALLY | NONE | NONE | NONE | ||||
| 3 | CSAH | 21 | Scott | M | 0 | 7 | 006+00.626 | 006+00.972 | INSTALLED LEFT AND RIGHT TURN LANES AT EAU CLAIRE/HIGHTLAND INTERSECTION | Spring 2007 | $14,000,000* | RECONSTRUCTION TO A 4-LANE DIVIDED. | $ 20,000,000 | * PART OF A LARGER PROJECT ON CSAH 82 | |||
| 4 | CSAH | 16 | Ramsey | M | 1 | 3 | 001+00.400 | 001+00.650 | NONE | NONE | THE COUNTY IS AWARE OF THE CRASHES, NO PROJECTS ARE PLANNED. | ||||||
| 5 | CSAH | 19 | Freeborn | 6 | 0 | 4 | 000+00.000 | 000+00.207 | NONE | THIS ROUTE IS IN OUR CIP AS THE SECOND STAGE OF A 2 STAGE PROJECT RECONSTRUCTION OF A BRIDGE, DAM, TRAILS, AND ROADWAY. | 2009 | THIS SEGMENT DID NOT COME UP ON THE COUNTY'S SHORT LIST OF POTENTIAL RSA LOCATIONS. IT WILL BE ADDED AND STUDIED FURTHER LATER THIS YEAR. | |||||
| 6 | CSAH | 7 | Chisago | M | 0 | 4 | 007+00.180 | 007+00.417 | CURRENTLY UNDER CONSTRUCTION, 12' LANES, 8'SHOULDER, TURNING AND BYPASS LANES | $3,880,000 | |||||||
| 7 | CSAH | 12 | Wright | 3 | 3 | 3 | 003+00.111 | 003+00.700 | TOTAL RECONSTRUCTION OF ROADWAY FROM 200 FEET NORTH OF 45TH ST. SW TO ABOUT 1000 FEET NORTH OF 15TH STREET SW - APPROX. 3.3 MILES. THE OLD ROADWAY WAS 2-LANE, 2-WAY BITUMINOUS WITH 2 FOOT AGGREGATE SHOULDERS | 2005-06 | $3,000,000 | FULL RECONSTRUCTION OF THE REST OF THE CORRIDOR (2.3 MILES), FROM THE END OF THE 2005-06 PROJECT TO TH 25 IN THE CITY OF BUFFALO | 2010 | $2,600,000 | THE COUNTY WAS AWARE THAT THERE WAS A CRASH PROBLEM ALONG A CORRIDOR THAT STRETCHED 7.1 MILES. THEY COMPILED CRASH DATA IN FEB 2003 AND FOUND 50 CRASHES IN A 3 YEAR PERIOD. | ||
| THE CITY OF MONTROSE RECONSTRUCTED CSAH 12 FROM TH 12 TO 45TH STREET SW IN 2 PHASES WITH AN URBAN DESIGN | 2005 | ||||||||||||||||
| 8 | 1310 | USTH | 169 | Itasca | 1 | 1 | 4 | 300+00.133 | 300+00.529 | REBUILT FROM NARROW 2-LANE ROAD OVER POKEGAMA LAKE TO LANE SECTION WITH A MEDIAN. CURVES ON EITHER SIDE OF THE CAUSEWAY WERE FLATTENED ALONG WITH BETTER INSLOPES. | 2005-06 | $7,000,000 | |||||
| 9 | 273 | USTH | 61 | Houston | 6 | 0 | 4 | 000+00.000 | 000+00.272 | NONE | NONE | NONE | NONE | 2 ALCOHOL RELATED & 1 MEDICAL CONDITION CRASH. | |||
| 10 | 96 | USTH | 169 | Scott | M | 2 | 2 | 115+00.833 | 116+00.345 | OVER C.R. 18 AND UP RR-CONSTRUCT RAILING ON BRS. 70523 & 70524 & EXTEND RAILING ON BR 6515(CAYUGA BR) | 1999 | $138,060 | NONE | NONE | NONE | ||
| AT COUNTY ROAD 18 IN THE CITY OF SHAKOPEE - PARK AND RIDE LOT | 2006 | $1,617,564 | NONE | NONE | NONE | ||||||||||||
| SITE PREPARATION TO CONSTRUCT 500 STALL PARK-N-RIDE SURFACE LOT SOUTH OF TH 169, EAST OF CSAH 18 IN THE CITY OF SHAKOPEE | 2006 | $135,422 | NONE | NONE | NONE | ||||||||||||
| CONSTRUCT 500 STALL PARK-N-RIDE SURFACE LOT SOUTH OF TH 169, EAST OF CSAH 18 IN THE CITY OF SHAKOPEE | 2006 | $1,566,630 | NONE | NONE | NONE | ||||||||||||
| 11 | 2 | ISTH | 94 | Hennepin | M | 3 | 2 | 232+00.032 | 232+00.585 | CEDAR TO SNELLING AVE-MILL & BITUMINOUS OVERLAY MAINLINE; CEDAR TO JOHN IRELAND BLVD.-SHLD.REHAB. | 2000 | $4,146,070 | NONE | NONE | NONE | ||
| 12 | CSAH | 18 | Goodhue | 6 | 1 | 4 | 004+00.760 | 005+00.210 | NONE | NONE | NONE | NONE | NONE | NONE | |||
| 13 | 47 | USTH | 10 | Anoka | M | 1 | 3 | 227+00.116 | 227+00.504 | HANSON BLVD. TO BN RR-MILL & OVERLAY E.B. | 1997 | $360,144 | NONE | NONE | NONE | ||
| 14 | CSAH | 81 | Hennepin | M | 0 | 9 | 000+00.028 | 000+00.746 | NONE | NONE | NONE | NONE | NONE | NONE | HENNEPIN COUNTY USES ITS OWN CRASH DATA FOR COUNTY ROADS WITHIN MINNEAPOLIS FROM 1998-PRESENT | ||
| 15 | 46 | ISTH | 94 | Hennepin | M | 2 | 2 | 227+00.356 | 227+00.846 | TH694 TO 0.5 MI.N.OF LOWRY TUNNEL-MINOR CONC.REPAIR & RESEAL JOINTS | 1998 | $1,715,015 | NONE | NONE | NONE | ||
| 16 | 231 | ISTH | 35 | Rice | 6 | 3 | 3 | 051+00.476 | 052+00.222 | NONE | CABLE MEDIAN GUARDRAIL INSTALLATION IN PROGRESS. | 2007 | $550,000 | ||||
| 17 | 481 | ISTH | 35 | Carlton | 1 | 0 | 6 | 231+00.227 | 231+00.727 | DIAMOND GRINDING ON THE BRIDGE AND EITHER SIDE HAS BEEN DONE TO INCREASE FRICTION AND REDUCE WINTER CRASHES. | 2007 | $25,000 | NONE | NONE | NONE | ||
| 18 | CSAH | 54 | Dakota | M | 1 | 4 | 000+00.863 | 001+00.363 | BITUMINOUS OVERLAY | 1997 | part of a 7.1 mile project | SHOULDER IMPROVEMENTS AND RUMBLE STRIPS ON CURVES TO THE SOUTH OF THIS AREA. MORE SHOULDER IMPROVEMENTS IN THE LISTED AREA ARE BEING DETERMINED. | 2008-09 | TBA | THIS SEGMENT OF ROADWAY IS A TWO-LANE, UNDIVIDED ROADWAY WITH MANY HORIZONTAL AND VERTICAL CURVES WITH NO SHOULDERS. SPEEDING IS AN ISSUE THAT CONTRIBUTES TO THE ACCIDENTS. | ||
| 19 | 485 | MNTH | 3 | Rice | 6 | 2 | 2 | 006+00.391 | 006+00.913 | NONE | NONE | NONE | CORRIDOR-WIDE SAFETY IMPROVEMENT PROJECT PLANNED. | 2008 | $360,000 | ||
| 20 | CSAH | 33 | Carver | M | 2 | 2 | 004+00.820 | 005+00.350 | NONE | NONE | NONE | NONE | A ROAD SAFETY AUDIT COMPLETED IN 2006 DID NOT IDENTIFY THIS SEGMENT. | ||||
| 21 | 79 | USTH | 10 | Washington | M | 4 | 0 | 301+00.212 | 301+00.920 | NONE | NONE | NONE | NONE | NONE | NONE | WEST OF NORELL RD - CURVE WAS RECONSTRUCTED IN 1980 | |
| 22 | MSAS | 197 | Hennepin | MINNEAPOLIS | M | 0 | 5 | 000+00.620 | 001+00.065 | RESTRIPED TO ACCOMMODATE BIDE LANES | 2007 | NONE | NONE | NONE | THE CITY MONITORS CRASH DATA BASED ON THE NUMBER OF CRASHES CODED TO INDIVIDUAL INTERSECTIONS, NOT SECTIONS. THEY HAVE PLANS TO LOOK AT SECTIONS IN THE FUTURE. | ||
| 23 | 7 | ISTH | 35W | Hennepin | M | 4 | 2 | 019+00.279 | 020+00.212 | ON I35E ,BURNSVILLE TO EAGAN; I35W,IN MINNEAPOLIS.; I94,BROOKLYN CENTER TO MINNEAPOLIS.; TH 12 IN WAYZATA-DURABLE STRIPING | 2004 | $1,100,312 | FROM 8th SE IN MINNEAPOLIS TO I-694 IN THE CITIES OF ROSEVILLE, NEW BRIGHTON AND ARDEN HILLS - SIGN REPLACEMENT | 2007 | $575,000 | ||
| AT 1ST ST. & AT 2ND ST. IN MINNEAPOLIS-REPLACE LIGHTING SYSTEM | 2003 | $270,200 | FROM I-94 TO INDUSTRIAL BLVD IN THE CITY OF MINNEAPOLIS - SIGN REPLACEMENT | 2011 | $350,000 | ||||||||||||
| MISSISSIPPI RIVER TO JOHNSON ST. IN MINNEAPOLIS-PAINT BRS.27989, 27994, 27999, 27885, 27990, 27988, 27886, 27985, 27887, 27888, 27889 INCLUDING TRAFFIC CONTROL | 2006 | $2,452,420 | FROM 8TH STREET TO TH 36 IN MINNEAPOLIS AND ROSEVILLE - BUS SHOULDER REHABILITATION | 2011 | $0 | ||||||||||||
| FROM MISSISSIPPI RIVER BRIDGE 9340 TO STINSON BLVD BRIDGE 27895 IN THE CITY OF MINNEAPOLIS - CONCRETE REHAB, LIGHTING AND GUARDRAIL | 2007 | $5,607,504 | JOHNSON ST. TO NB I 35W CD RD-BUS ONLY RAMP | 2049 | $750,000 | ||||||||||||
| AT JOHNSON STREET IN THE CITY OF MINNEAPOLIS - PURCHASE OF MATERIALS FOR UPGRADE AND REPLACEMENT OF COMPONENTS ON THE ANTI-ICING UNIT | 2007 | $72,953 | |||||||||||||||
| 24 | CSAH | 42 | Dakota | M | 0 | 5 | 010+00.942 | 011+00.460 | MICROPAVING WESTBOUND LANES | 1999 | $310,000 | THIS SEGMENT'S ALIGNMENT IN AN "S" CURVE. THERE ARE CURVE WARNING SIGNS AND ADVISORY SPEEDS. THE COUNTY IS AWARE THAT THERE ARE SPEEDING ISSUES THROUGH THIS AREA, BUT ARE NOT FULLY AWARE OF THE 5 - A INJURY CRASHES. THE COUNTY IS DEVELOPING A BETTER SEGMENT REVIEW PROCESS FOR THE COUNTY'S ROADWAYS. | |||||
| BITUMINOUS OVERLAY | 2003 | $174,000 | |||||||||||||||
| CRACK/SEAL COAT | 2007 | $32,125 | |||||||||||||||
| MILL/ BITUMINOUS OVERLAY. | 2007 | $565,267 | |||||||||||||||
| 25 | 223 | ISTH | 35 | Chisago | M | 1 | 3 | 138+00.950 | 139+00.476 | FROM 0.5 MI N OF N LIMITS WYOMING(MP137) TO 0.5 MI N OF N LIMITS STACY(MP141)-METRO PORTION OF MICROSURFACING CONTRACT, LOW SP 8822-04 | 1999 | $182,603 | FOUR LOCATIONS ALONG CORRIDOR: AT CSAH 22 IN WYOMING, CSAH 19 IN STACY, TH 95 IN NORTH BRANCH AND CSAH 10 IN HARRIS - LIGHTING REPLACEMENT | 2011 | $320,000 | ||
| I-35, WYOMING CR22 TO PINE COUNTY LINE - PURCHASE OF MATERIALS AND RENTAL EQUIPMENT FOR BITUMINOUS MILL AND OVERLAY | 2006 | $26,614 | FROM JCT TH 8 TO CHISAGO/PINE COUNTY LINE - REPAIR OF EXISTING CULVERTS AND DRAINAGE STRUCTURES | 2011 | $301,000 | ||||||||||||
| ON I35W FROM LEXINGTON AVENUE IN LINO LAKES TO N JCT I35/I35E-TMS INSTALLATION | 2007 | $638,597 | THE PRESENT RIDE (SMOOTHNESS) OF THIS SECTION RANGES FROM 2.5 TO 3.3 (2005) PLACING IT IN THE FAIR TO GOOD CATEGORY. THE PRIMARY ISSUE WITH THIS SECTION IS DETERIORATED TRANSVERSE CRACKS. IN 1998 THE CRACKS RECEIVED A SURFACE REPAIR WHICH HELPED FOR A SHORT PERIOD. CONTINUED DETERIORATION OF THESE CRACKS IS CAUSING THE RIDE TO SUFFER. | 2013 | $15,305,780 | ||||||||||||
| 0.1 MI.S. OF TH 8 TO 1 MILE NORTH OF CTY RD 3 (NORTH METRO BORDER)-MILL AND BITUMINOUS OVERLAY, DRAINAGE, MISC SAFETY UPGRADES | 2049 | $0 | |||||||||||||||
| 26 | CSAH | 32 | Ramsey | M | 2 | 2 | 002+00.385 | 003+00.029 | NONE | NONE | THE COUNTY IS AWARE OF THE CRASHES, NO PROJECTS ARE PLANNED. | ||||||
| 27 | 195 | ISTH | 35 | Rice | 6 | 3 | 4 | 058+00.300 | 059+00.387 | NONE | TH 21 INTERCHANGE GEOMETRIC IMPROVEMENT PROJECT PLANNED. | ||||||
| 28 | CSAH | 88 | Dakota | M | 4 | 1 | 003+00.750 | 004+00.735 | BITUMINOUS OVERLAY | 1996 | part of a 4.3 mile project | THE COUNTY WAS NOT FULLY AWARE OF THE 4 FATALS. THE COUNTY IS DEVELOPING A BETTER SEGMENT REVIEW PROCESS FOR THE COUNTY'S ROADWAYS. | |||||
| 29 | 589 | MNTH | 47 | Anoka | M | 1 | 4 | 026+00.358 | 027+00.016 | AT CO RD 30/PLEASANT ST. IN ANOKA-TRAFFIC SIGNAL REPLACEMENT, RESTRIPE TH10 TO PLEASANT, ADD LT. TURN LA. AT PLEASANT, MILL & OVERLAY (TH10 TO COOLIDGE & 180 TO CSAH 24) | 2005 | $1,844,892 | FROM TH 10 TO CSAH 22 IN THE COMMUNITIES OF RAMSEY AND BURNS TOWNSHIP - JOINT POWERS AGREEMENT WITH COUNTY FOR REALIGNMENT ANALYSIS, GEOMETRIC LAYOUT, ENVIRONMENTAL DOCUMENTATION, R/W ANALYSIS | 2007 | $200,000 | ||
| THE PRESENT RIDE (SMOOTHNESS) OF THIS SECTION RANGES FROM 0.5 TO 2.3 (2006) PLACING IT IN THE FAIR TO POOR CATEGORY. | 2012 | $806,575 | |||||||||||||||
| 30 | 441 | USTH | 212 | Carver | M | 3 | 1 | 140+00.818 | 141+00.576 | FROM MORSE ST IN YOUNG AMERICA TO W JCT TH 101 IN CHANHASSEN-MILL & OVERLAY SEVERAL AREAS | 2002 | $22,500 | DECK REPAIR | 2049 | |||
| 2.2 MILES EAST OF TH 284 TO TH 41 IN THE CITIES OF COLOGNE AND CHASKA - BITUMINOUS MILL AND OVERLAY | 2007 | $2,268,882 | **MN163** FROM COLOGNE TO CO. RD. 147 - RECONSTRUCTION OF ROADWAY | 2049 | $60,000,000 | ||||||||||||
| 31 | CSAH | 18 | Goodhue | 6 | 2 | 4 | 000+00.200 | 001+00.111 | |||||||||
| 32 | 627 | MNTH | 210 | Crow Wing | 3 | 3 | 1 | 126+00.547 | 127+00.349 | INSTALLED A LEFT TURN LANE AND STREET LIGHTS AT CR 142 (AIRPORT RD) | 2007 | NONE | |||||
| 33 | 185 | USTH | 12 | Hennepin | M | 2 | 6 | 152+00.811 | 153+00.933 | ON I35E ,BURNSVILLE TO EAGAN; I35W,IN MINNEAPOLIS.; I94,BROOKLYN CENTER TO MINNEAPOLIS.; TH 12 IN WAYZATA-DURABLE STRIPING | 2004 | $1,100,312 | FROM CSAH 6 TO WAYZATA BLVD. IN THE CITY OF ORONO - TURNBACK | 2008 | $0 | ||
| RAMPS AT CARLSON PKWY IN THE CITY OF WAYZATA. ALSO, FROM BROWN RD TO GLEN MOOR LANE IN THE CITY OF LONG LAKE - PURCHASE MATERIAL & EQUIPMENT FOR BITUMINOUS MILL & OVERLAY | 2004 | $60,693 | FROM WAYZATA BLVD TO I394 IN THE CITY OF MINNETONKA - BITUMINOUS MILL AND OVERLAY. PURPOSE - TO IMPROVE THE RIDE (SMOOTHNESS), ELIMINATE REGULAR MAINTENANCE PATCHING, RESTORE THE PAVEMENT STRUCTURE, INCREASE REMAINING SERVICE LIFE, AND TO HELP MEET THE 2014 PAVEMENT PERFORMANCE TARGETS. THIS WILL COMPLETE THE MAJOR CPR WORK DONE IN 2005 THROUGHOUT THE SEGMENT. | 2008 | $5,112,000 | ||||||||||||
| RAMPS AT CARLSON PKWY IN THE CITY OF WAYZATA. ALSO, FROM BROWN RD TO GLEN MOOR LANE IN THE CITY OF LONG LAKE - PURCHASE MATERIAL & EQUIPMENT FOR BITUMINOUS MILL & OVERLAY | 2006 | $10,494 | AT CSAH 6 AND WAYZATA BOULEVARD INTERCHANGES - LANDSCAPING | 2008 | $70,000 | ||||||||||||
| AT CO RD 6 AND AT WAYZATA BLVD-INTERCHANGE CONSTRUCTION, RETAINING WALLS, ETC & 0.2 MI E OF W LIMITS MEDINA TO CSAH 6, REPLACE BR 4643-MILL & OVERLAY IN THE CITIES OF LONG LAKE & ORONO | 2007 | $35,677,126 | UNDER LUCE LINE TRAIL 4.5MI.W.OF TH494-REPLACE BR.4643 - THIS SP IS PART OF SP 2713-83 AND BRIDGE WAS MOVED TO SP 2713-83 | 2049 | $0 | ||||||||||||
| 34 | 5 | ISTH | 35W | Hennepin | M | 4 | 9 | 015+00.635 | 017+00.622 | ON I35E ,BURNSVILLE TO EAGAN; I35W,IN MINNEAPOLIS.; I94,BROOKLYN CENTER TO MINNEAPOLIS.; TH 12 IN WAYZATA-DURABLE STRIPING | 2004 | $1,100,312 | FROM PORTLAND AVENUE TO WASHINGTON AVENUE IN THE CITY OF MINNEAPOLIS - LIGHTING INSTALLATION | 2009 | $1,250,000 | ||
| ALONG I94 FROM JUST W. OF THE LOWRY HILL TUNNEL E. TO THE RIVER CROSSING. ALONG I35W FROM JUST N. OF THE RIVER CROSSING (WASHINGTON AVE) S. TO N. OF 46TH ST - PLANNING STUDY TO GENERATE ALTERNATIVES | 2007 | $740,000 | LAKE STREET TO MISSISSIPPI RIVER IN THE CITY OF MINNEAPOLIS - BITUMINOUS MILL AND OVERLAY | 2009 | $3,970,000 | ||||||||||||
| 35 | 49 | ISTH | 94 | Hennepin | M | 3 | 3 | 236+00.055 | 237+00.112 | LOWRY HILL TUNNEL-LIGHTING AND MINOR EQUIPMENT | 2002 | $3,743,712 | FROM CEDAR AVE IN MINNEAPOLIS TO KELLOGG BLVD IN ST. PAUL AND ON TH280 FROM I94 TO .2 MILES NORTH OF UNIVERSITY AVE - SURFACING, DRAINAGE, UTILITIES, BUS WORK , CONCRETE REHAB AND SIGN RENEWAL | 2008 | $10,920,000 | ||
| DOWLING AVE. TO I694-N.B. BUS ONLY SHOULDER CONSTRUCTION | 2003 | $305,484 | FROM UNDER CP RAIL TO UNDER I94 NB OFF RAMP IN THE CITY OF MINNEAPOLIS - PAINT 7 BRIDGES; NUMBERS 27821, 27549A, 27819, 27814, 27815, 27817 AND 27818 | 2009 | $2,480,000 | ||||||||||||
| 0.4 MI.E. OF CO. LINE TO ST.CROIX RIVER-CONCRETE RETROFIT | 2004 | $5,014,563 | FROM NICOLLET AVENUE TO CEDAR AVENUE IN THE CITY OF MINNEAPOLIS (LOCATED IN THE COMMON SECTION OF I35W AND I94) - BITUMINOUS MILL AND OVERLAY | 2009 | $2,700,000 | ||||||||||||
| EB ON RAMP OVER LYNDALE IN THE CITY OF MINNEAPOLIS - REPAIR OF CONCRETE SLOPE. | 2005 | $2,500 | LASALLE AVENUE BRIDGE # 27836 IN THE CITY OF MINNEAPOLIS - BRIDGE RE-DECK | 2009 | $1,000,000 | ||||||||||||
| FROM 49TH AVE TO TH 55 IN MINNEAPOLIS-PURCHASE BITUMINOUS MATERIALS FOR WEDGE PAVING | 2005 | $28,853 | UNDER 42ND AVENUE NORTH (CAMDEN BRIDGE) IN THE CITY OF MINNEAPOLIS - BRIDGE 27549A DECK REPAIR | 2010 | $400,000 | ||||||||||||
| FROM NICOLLET AVENUE TO JOHN IRELAND BLVD. INCLUDES CS 6282 FROM HENNEPIN/RAMSEY CTY LINE TO JOHN IRELAND AVE - RENTAL OF MILLING MACHINE FOR PROFILE MILLING | 2006 | $16,000 | MISSISSIPPI RIVER TO MARION ST-TEMP WIDENING,BYPASSES,ETC | 2049 | $1,185,000 | ||||||||||||
| I94 FROM DUPONT AVE. TO 4TH ST. IN BROOKLYN CENTER & MINNEAPOLIS-BUS SHOULDER | 2005 | $0 | 1000 E OF FRANKLIN TO CRETIN ON EB-GR,SU,SIGNING,LT,TM,SIGNALS | 2049 | $2,935,000 | ||||||||||||
| 94 WB RAMPS TO SHINGLE CREEK PKWY, SHINGLE CREEK PKWY RAMP TO 96 WB - PURCHASE OF MATERIALS AND RENTAL EQUIPMENT FOR BITUMINOUS MILL AND OVERLAY | 2006 | $336,699 | SB TH 280 TO WB I94- HOV RAMP METER BYPASS | 2049 | $1,800,000 | ||||||||||||
| INSTALL ANTI-ICING DEVICES FOR WESTBOUND I-94 LANES OVER MN 280. THERE ARE CURRENTLY 20+ CRASHES ON WB I-94 AT THE MN 280 BRIDGES THAT ARE DIRECTLY RELANED TO SNOW AND ICE CONDITIONS. AN ANTI-ICING SYSTEM SHOULD REDUCE/ELIMINATE THE ICE AND FROST INDUCED CRASHES THAT OCCUR IN THIS AREA. | 2049 | $700,000 | |||||||||||||||
| 36 | 1 | ISTH | 94 | Hennepin | M | 5 | 2 | 212+00.401 | 213+00.809 | At CSAH 109 (WEAVER LAKE ROAD) - TURN LANES AND SIGNAL MODIFICATION. | 1998 | $179,901 | NONE | NONE | NONE | ||
| 37 | 585 | CSAH | 83 | Scott | M | 2 | 2 | 002+00.528 | 003+00.238 | INSTALLED LEFT AND RIGHT TURN LANES AT VALLEY VIEW ROAD | Summer 2006 | $449,000* | EXPANSION TO 4-LANE DIVIDED WITH TURN LANES. | Unknown - to be funded by Shakopee Sioux Community | Unknown | *PLUS SANITARY AND WATERMAIN IMPROVEMENTS | |
| 38 | ISTH | 94 | Stearns | 3 | 1 | 3 | 157+00.883 | 158+00.450 | MICRO SURFACING ON THE WB RIGHT LANE AFTER THE BRIDGE TO HELP WITH SKID RESISTANCE. | 2006 | Maintenance | NONE | NONE | NONE | THIS AREA IS A HORIZONTAL CURVE ON A BRIDGE AND DOWNGRADE WB AND A DIVERGE POINT FOR TRAFFIC BETWEEN CSAH 75 AND EB I-94 IN THE EB DIRECTION. MOST OF THE PROBLEM IS ON THE BRIDGE WITH FROST AND SLIPPERY PAVEMENT. | ||
| 39 | CSAH | 4 | Waseca | 7 | 0 | 4 | 017+00.111 | 017+00.590 | NONE | NONE | NONE | NONE | NONE | NONE | WASECA COUNTY IS AWARE OF THE MAGNITUDE OF THE INCIDENTS AT THIS LOCATION. | ||
| 40 | 377 | ISTH | 35 | Freeborn | 6 | 1 | 3 | 008+00.500 | 009+00.146 | NONE | NONE | ||||||
| 41 | CSAH | 22 | Anoka | M | 1 | 3 | 020+00.832 | 021+00.441 | RESTRIPE ALL COUNTY ROADS | ANNUALLY | NONE | NONE | NONE | ||||
| 42 | 133 | ISTH | 35W | Anoka | M | 0 | 4 | 041+00.249 | 041+00.743 | ON I35W FROM LEXINGTON AVENUE IN LINO LAKES TO N JCT I35/I35E-TMS INSTALLATION | 2007 | $638,597 | SB 35W AT 35E IN FOREST LAKE - PURCHASE OF MATERIALS AND RENTAL EQUIPMENT FOR BITUMINOUS MILL AND OVERLAY | 2008 | $89,500 | ||
| FROM I-694 TO I-35 IN FOREST LAKE - SIGNING REPLACEMENT | 2009 | $1,050,000 | |||||||||||||||
| 43 | 619 | CSAH | 9 | Anoka | M | 1 | 3 | 008+00.618 | 009+00.236 | RECLAIM AND OVERLAY FROM CSAH 22 TO CSAH 24, SIGNING AND STRIPING IMPROVEMENTS, INCREASED PAVEMENT SMOOTHNESS | 2002 | $305,000 | NONE | NONE | NONE | ||
| 44 | 43 | ISTH | 94 | Hennepin | M | 2 | 4 | 214+00.565 | 215+00.579 | AT ELM CREEK REST AREA-BLDG. REMODELING-BID BY C.O.BLDG.MAINT. PROCESS | 1999 | $624,480 | I94 FROM WEAVER LAKE ROAD TO TH 101, I94 FROM ST. PAUL TO WOODBURY, TH 100 FROM I394 TO I94 - RAMP METER INSTALLATIONS | 2008 | $100,000 | ||
| AT WEAVER LAKE RD. IN MAPLE GROVE-EXTEND RAMP & TMS | 1999 | $880,074 | NEAR DUNKIRK LANE IN THE CITY OF MAPLE GROVE - CMS REPLACEMENT | 2008 | $85,000 | ||||||||||||
| TH 101 TO I494-REPLACE CULVERTS | 1999 | $95,903 | I94 RAMPS TO TH 101 IN ROGERS AND A REST AREA AND WEAVER LAKE ROAD IN MAPLE GROVE - PURCHASE OF MATERIALS AND RENTAL EQUIPMENT FOR BITUMINOUS MILL AND OVERLAY | 2008 | $153,000 | ||||||||||||
| UNDER 101ST AVE. N. - OVERLAY & REPLACE JOINTS ON BR.27959 | 2000 | $140,069 | FROM THE CROW RIVER TO I494 IN THE CITIES OF ROGERS, MAPLE GROVE AND DAYTON - RESURFACING AND REHABILITATION | 2010 | $10,500,000 | ||||||||||||
| EASTBOUND I-94 TO TH 101 EXIT RAMP AT ROGERS-BITUMINOUS OVERLAY | 2001 | $25,000 | AT TH 101 IN ROGERS - LIGHTING SYSTEM REPLACEMENT | 2010 | $140,000 | ||||||||||||
| CROW RIVER TO W.JCT. I494-SHOULDER REPLACEMENT | 2002 | $5,982,778 | FROM TH 101 TO WB I94 IN ROGERS - ADD PARALLEL ACCELERATION LANE | 2011 | $600,000 | ||||||||||||
| IN MEDIAN FROM THE CITY OF ROGERS TO WEAVER LAKE. RD. IN MAPLE GROVE- INSTALL CABLE SAFETY BARRIER | 2004 | $253,583 | FROM BOTTOM OF SB MN 101 TO EB I94 ENTRANCE RAMP TO I94 EB 3600' EAST IN ROGERS - CONSTRUCT CD LANE. DUE TO RAPID GROWTH IN THE ROGERS AREA ON BOTH SIDES OF I-94, THE "SB TH 101 TO EB I-94" AND THE "NB TH 101 to EB I-94" TURNING MOVEMENTS HAVE GREATLY INCREASED. METRO TRAFFIC HAS DETERMINED THAT IN ORDER TO AVOID FUTURE EB I94 MAINLINE BREAKDOWN, THE TWO ABOVE MOVEMENTS SHOULD BE COMBINED VIA A COLLECTOR DISTRIBUTOR (CD) LANE. | 2012 | $1,500,000 | ||||||||||||
| NEAR ELM CREEK REST AREA IN MAPLE GROVE-INSTALL CHAIN LINK FENCE ON R/W | 2004 | $30,720 | |||||||||||||||
| FROM 95TH IN MAPLE GROVE TO TH 101 IN ROGERS-INCIDENT MANAGEMENT SYSTEM | 2004 | $1,122,026 | |||||||||||||||
| JUST SO. OF TH 101 TO JUST SO. OF CSAH 101 AND 400' NO. OF RICE LAKE BR. TO 400' SO. OF WEAVER LAKE. RD.-DITCH GRADING & MEDIAN BARRIER FENCE | 2004 | $0 | |||||||||||||||
| FROM TH 101 IN ROGERS TO 101ST AVE. IN MAPLE GROVE-PURCHASE MATERIALS & EQUIPMENT FOR BITUMINOUS MILL & OVERLAY | 2004 | $23,751 | |||||||||||||||
| TH 100 FROM CO. RD. 10 TO I694, I-94 FROM WEAVER LAKE. RD. TO I494, & I-394 FROM TH 100 TO I94-FIBER OPTIC CABLE INSTALLATION | 2004 | $364,970 | |||||||||||||||
| ON WEAVER LAKE RD (CSAH 109) FROM I-94 TO VINEWOOD LON IN MAPLE GROVE - RECONSTRUCT AS 6-LANE DIVIDED RDWY WITH ADJACENT PED/BIKE PATH | 2006 | $2,267,223 | |||||||||||||||
| EB RAMP TO WEAVER LAKE ROAD - PURCHASE OF MATERIAL AND RENTAL EQUIPMENT FOR BITUMINOUS MILL AND OVERLAY | 2005 | $4,160 | |||||||||||||||
| SB 101 RAMP TO WB 94 AND SB 101 MAINLINE @ 94 IN THE CITY OF ROGERS - PURCHASE OF MATERIALS FOR BITUMINOUS MILL AND OVERLAY | 2006 | $26,625 | |||||||||||||||
| 45 | USTH | 61 | Freeborn | 6 | 1 | 4 | 099+00.218 | 099+00.962 | NONE | NONE | 3 MOTORCYCLE CRASHES - NOT ENGINEERING RELATED | ||||||
| 46 | CSAH | 22 | Hennepin | M | 0 | 8 | 003+00.385 | 004+00.394 | NONE | NONE | NONE | THIS IS A PROVISIONAL PROJECT IN HENNEPIN COUNTY 2007-2011 CIP | 2007-2011 | HENNEPIN COUNTY USES ITS OWN CRASH DATA FOR COUNTY ROADS WITHIN MINNEAPOLIS FROM 1998-PRESENT | |||
| 47 | 79 | USTH | 10 | Washington | M | 3 | 1 | 301+00.895 | 302+00.807 | FROM ST. CROIX RIVER TO TH 61-GRADING & SURFACING | 1999 | $6,823,316 | NONE | NONE | NONE | ||
| ON TH 10 FROM TH 61 TO PRESCOTT - MICROSURFACING | 2005 | $345,035 | NONE | NONE | NONE | ||||||||||||
| 48 | 394 | ISTH | 35 | Pine | 1 | 2 | 2 | 206+00.210 | 207+00.000 | NONE | NONE | DISTRICT IS LOOKING AT CLEAR ZONE ISSUES IN THIS SECTION. | |||||
| 49 | 54 | USTH | 169 | Anoka | M | 1 | 3 | 145+00.746 | 146+00.403 | TH169 OVER MISS.R. IN ANOKA-STAGE 2-REPL.DECK,BR.4380& PERM. APPROACHES, SIGNAL & LIGHTING | 1996 | $7,722,593 | NONE | NONE | NONE | NONE | |
| MISSISSIPPI RIVER TO TH 10 IN ANOKA-RECONSTRUCT, WIDEN, ETC. | 2001 | $6,863,883 | |||||||||||||||
| 50 | 107 | USTH | 10 | Anoka | M | 1 | 6 | 230+00.051 | 231+00.106 | FROM EGRET BLVD. TO UNIVERSITY AVE-LANDSCAPING | 2000 | $264,778 | TWO BRIDGES OVER RAILROAD LINE, EB BRIDGE # 09722 AND WB BRIDGE #09721 IN COON RAPIDS - BRIDGE RE-DECK AND GUARDRAIL IMPROVEMENTS. BRIDGE WAS BUILT IN 1966. WILL BE REPLACED AS A PART OF A PARTNERSHIP PROJECT FOR THE PROPOSED ROADWAY EXPANSION PROJECT. | 2008 | $2,600,000 | ||
| FROM 7TH AVE. TO EGRET AVE. IN COON RAPIDS & BLAINE-PURCHASE AGGREGATE FOR SHOULDERING | 2003 | $8,616 | FROM 1000FT W OF EGRET BLVD TO 1000FT E OF CREEK MEADOWS DR IN COON RAPIDS - ADD 3RD LANE | 2008 | $3,000,000 | ||||||||||||
| RAMP TO ROUND LAKE BLVD IN THE CITY OF COON RAPIDS - PURCHASE MATERIAL AND RENTAL EQUIPMENT FOR BITUMINOUS MILL AND OVERLAY | 2006 | $18,133 | AT TH242 IN COON R.-GR,SURF,HOV LN.,SIGS,LTS,SGNS,METER,RECON.BR.02011 | 2049 | $3,000,000 | ||||||||||||
| EB AND WB 10 MAINLINE AT 96, WB 10 MAINLINE AT 35W, EB 10 MAINLINE AT ROUND LAKE BLVD - PURCHASE OF MATERIALS AND RENTAL EQUIPMENT FOR BITUMINOUS MILL AND OVERLAY | 2007 | $103,644 | |||||||||||||||
| 51 | 149 | MNTH | 100 | Hennepin | M | 0 | 5 | 007+00.649 | 008+00.317 | 29TH AVE.NO.TO 39TH AVE.NO.-BR.,FR.RD.& RAMP CONST.,SIGN.,LIGHT.,FENCING (STAGE 2) | 2000 | $24,781,288 | I94 FROM WEAVER LAKE ROAD TO TH 101, I94 FROM ST. PAUL TO WOODBURY, TH 100 FROM I394 TO I94 - RAMP METER INSTALLATIONS | 2008 | $100,000 | ||
| AT I-394 IN GOLDEN VALLEY-MILL & OVERLAY CD LANES | 2002 | $20,000 | FROM WEST 50TH STREET/VERNON AVENUE TO TH 55 IN THE CITIES OF ST. LOUIS PARK, EDINA AND GOLDEN VALLEY - SIGN REPLACEMENT | 2010 | $450,000 | ||||||||||||
| ON I394 FROM I494 IN MINNETONKA TO PENN AVE. IN MINNEAPOLIS & ON TH 100 FROM BN RR TO GLENWOOD AVE. IN ST. LOUIS PK. AND GOLDEN VALLEY-RESURFACING MAINLINE, CD ROADS, ETC | 2004 | $5,651,990 | |||||||||||||||
| 52 | 1060 | USTH | 10 | Benton | 3 | 2 | 2 | 168+00.520 | 169+00.330 | NONE | NONE | ||||||
| 53 | 294 | USTH | 169 | Sherburne | 3 | 2 | 3 | 162+00.822 | 163+00.779 | NONE | NONE | ||||||
| 54 | CSAH | 152 | Hennepin | M | 1 | 5 | 008+00.360 | 009+00.334 | NONE | NONE | NONE | NONE | NONE | NONE | HENNEPIN COUNTY USES ITS OWN CRASH DATA FOR COUNTY ROADS WITHIN MINNEAPOLIS FROM 1998-PRESENT | ||
| 55 | 441 | MNTH | 47 | Anoka | M | 2 | 2 | 024+00.800 | 025+00.627 | FROM 153RD TO 180TH WAY - M & O ,TURN & BYPASS LANES AND CULV. REPLACEMENT. | 2000 | $1,437,140 | NONE | NONE | NONE | ||
| 56 | CSAH | 13 | Olmsted | 6 | 1 | 3 | 000+00.000 | 000+00.700 | PAVEMENT OVERLAY, LANES WIDENED FROM 10 FEET TO 12 FEET. | 2005 | |||||||
| 57 | 360 | MNTH | 5 | Carver | M | 3 | 1 | 033+00.000 | 033+00.989 | AT CSAH 30-INSTALL NEW TRAFFIC SIGNAL SYSTEM AT W. LEG OF CSAH 30 | 2006 | $380,000 | 0.2 MI.E. OF TH 284 TO 0.3 MAW. OF T.H. 41-RECONST. | 2049 | $3,900,000 | ||
| 58 | 156 | MNTH | 3 | Dakota | M | 2 | 4 | 039+00.370 | 040+00.517 | TH 55 TO I-494 - MILL AND OVERLAY | 1999 | $410,601 | THE PRIMARY PURPOSE OF THIS POJRECT IS TO RESURFACE, IMPROVE THE PAVEMENT RIDE (SMOOTHNESS), AND INCREASE THE REMAINING SERVICE LIFE OF THE ROAD PAVEMENT FROM TH 149 to TH 110. REPLACE, REPAIR, OR CLEAN THE EXISTING DETERIORATED CULVERTS, CATCH BASINS, APRONS, CURB AND GUTTER AND TO ALLEVIATE EROSION AND WATER-RELATED PROBLEMS ON THE ROAD AND IN DITCHES FROM TH 149 TO ORME STREET IN WEST ST. PAUL. | 2049 | $1,911,546 | ||
| TH 149 TO TH 55 - MILL & OVERLAY, ETC. | 1999 | $462,163 | |||||||||||||||
| 59 | 35 | ISTH | 94 | Hennepin | M | 2 | 3 | 207+00.208 | 208+00.208 | CROW RIVER TO CO RD 130 - SIGN REPLACMENT. | 1997 | $138,409 | NONE | NONE | NONE | NONE | |
| 60 | CSAH | 75 | Stearns | 3 | 1 | 3 | 005+00.111 | 005+00.834 | AN INTERCHANGE, ALONG WITH SOME ROADWAY REALIGNMENTS AT I-94. | 2005 | $7,737,363 | NONE | A REVIEW OF ACCIDENT REPORTS SHOWS SOME CONFLICTING INFORMATION. THE MAJORITY OF CRASHES REVIEWED HAPPENED BEFORE THE CONSTRUCTION PROJECT. | ||||
| 61 | 195 | MNTH | 47 | Anoka | M | 2 | 2 | 025+00.528 | 026+00.414 | FROM 153RD/ALPINE DR. TO CR 22 IN RAMSEY AND BURNS TOWNSHIP-PURCHASE MATERIALS FOR AGGREGATE SHOULDERING | 2004 | $16,316 | NONE | NONE | NONE | ||
| 62 | 441 | ISTH | 35 | Rice | 6 | 3 | 3 | 063+00.340 | 064+00.653 | NONE | NONE | ||||||
| 63 | 133 | ISTH | 35W | Anoka | M | 4 | 2 | 036+00.468 | 037+00.942 | TH 118 TO N.JCT. I35E-TH 118 TO 95TH-MILL & BITUMINOUS OVERLAY; 95TH TO N JCT 35E-UNBONDED CONCRETE OVERLAY | 1999 | $10,217,400 | NONE | NONE | NONE | NONE | |
| 64 | 61 | MNTH | 100 | Hennepin | M | 1 | 5 | 004+00.730 | 005+00.730 | FROM I494 TO EXCELSIOR BLVD.-CONCRETE REHAB.,BUS SHOULDERS (BENTON TO EXCELSIOR BLVD.) NB ONLY | 2000 | $3,430,310 | FROM WEST 50TH STREET/VERNON AVENUE TO TH 55 IN THE CITIES OF ST. LOUIS PARK, EDINA AND GOLDEN VALLEY - SIGN REPLACEMENT | 2010 | $450,000 | ||
| FROM W.41ST.TO 584'N. OF W.41ST.ST. IN ST. LOUIS PARK (EAST SIDE)-NOISE WALL,FR. RD. & CITY UTILITIES | 2000 | $305,895 | 36TH ST. TO CEDAR LAKE RD.-INTERCHANGE RECONSTRUCTION, REPLACE BRS 5308,5309,5462 , 5598 & 27012 | 2014 | $118,800,000 | ||||||||||||
| UNDER PED BRS., EDEN ,50TH, MINNEHAHA CREEK,44TH IN EDINA & ST. LOUIS PK.-PAINT BRS. 9895,9896,27029,27102,27103,27104,27105 | 2005 | $1,140,169 | |||||||||||||||
| FROM 36TH STREET TO CEDAR LAKE ROAD IN THE CITY OF ST. LOUIS PARK - THIRD LANE ADDITION, INTERCHANGE REVISION, MILL AND OVERLAY AND MISC BRIDGE WORK ON BRS 5308, 5309, 5598, 27012 | 2006 | $7,519,252 | |||||||||||||||
| AT BENTON AVE & AT VERNON/50TH ST W IN EDINA; AT EXCELSIOR BLVD IN ST LOUIS PARK-CONCRETE PAVEMENT REPAIR ON VARIOUS RAMPS | 2007 | $544,938 | |||||||||||||||
| 65 | CSAH | 3 | Hennepin | M | 0 | 7 | 012+00.503 | 013+00.532 | ROADWAY RECONSTRUCTION INCLUDING TURN LANES AND CHANNELIZATION | NONE | NONE | NONE | HENNEPIN COUNTY USES ITS OWN CRASH DATA FOR COUNTY ROADS WITHIN MINNEAPOLIS FROM 1998-PRESENT | ||||
| 66 | MSAS | 430 | Hennepin | MINNEAPOLIS | M | 0 | 5 | 001+00.373 | 002+00.122 | STREET LIGHTS, SIGNING, SIGNALS UPGRADED, SOME INTERSECTION REALIGNMENTS WITH RDWY RECONSTR | 2001-2003 | NONE | NONE | NONE | THE CITY MONITORS CRASH DATA BASED ON THE NUMBER OF CRASHES CODED TO INDIVIDUAL INTERSECTIONS, NOT SECTIONS. THEY HAVE PLANS TO LOOK AT SECTIONS IN THE FUTURE. | ||
| 67 | CSAH | 39 | Ramsey | M | 1 | 4 | 000+00.688 | 001+00.600 | NONE | NONE | THE COUNTY IS AWARE OF THE CRASHES, NO PROJECTS ARE PLANNED. | ||||||
| 68 | CSAH | 2 | Hennepin | M | 1 | 3 | 001+00.184 | 001+00.958 | NONE | NONE | NONE | NONE | NONE | NONE | HENNEPIN COUNTY USES ITS OWN CRASH DATA FOR COUNTY ROADS WITHIN MINNEAPOLIS FROM 1998-PRESENT | ||
| 69 | MSAS | 121 | Stearns | ST CLOUD | 3 | 0 | 5 | 000+00.402 | 001+00.178 | A MID-BLOCK PEDESTRIAN=ACTIVATED TRAFFIC SIGNAL SYSTEM WAS INSTALLED ON 33RD AVE. NORTH AT THE EMPLOYEE ENTRACE TO THE ELECTROLUX MANUFACTURING PLANT. HUNDREDS OF EMPLOYEES ACCESS THIS POINT DAILY. | 2000 | $35,000 | NONE | THE CITY WAS AWARE OF THE PEDESTRIAN SAFETY PROBLEM ON THIS ROADWAY. THIS PROBLEM MANIFESTED AFTER THE RE-STRIPING OF 33RD AVE AS A FOUR LANE FACILITY. FOUR PEDESTRIANS WERE STRUCK BY MOTORIZED VEHICLES WITHIN A TWO MONTH PERIOD DURING THE WINTER OF 1999. | |||
| 70 | 415 | USTH | 52 | Olmsted | 6 | 1 | 3 | 064+00.112 | 064+00.907 | NONE | INTERCHANGE, OVERPASS, ACCESS REMOVAL PROJECT NEARLY COMPLETE. | 2007 | ~$36,000,000 | ||||
| 71 | 651 | MNTH | 169 | St Louis | 1 | 1 | 4 | 372+00.065 | 373+00.027 | NONE | NONE | ||||||
| 72 | CSAH | 9 | Otter Tail | 4 | 1 | 4 | 002+00.220 | 003+00.186 | NONE planned | COUNTY WAS AWARE OF ONLY 2 ACCIDENTS, NO INCAPACITATING INJURIES | |||||||
| 73 | CSAH | 2 | Redwood | 8 | 1 | 3 | 020+00.604 | 021+00.410 | Striping | 2007 | $800 | FROM TH 71 to CSAH 24, GRADING, PAVING AND GUARDRAIL. | 2012 | $1,400,000 | COUNTY WAS AWARE OF THE MAGNITUDE OF THE INCIDENTS AT THIS LOCATION | ||
| 74 | MSAS | 363 | Hennepin | RICHFIELD | M | 0 | 4 | 001+00.257 | 001+00.902 | BUS PULL-OUTS ON LYNDALE AND IMPROVED THE VISIBILITY OF THE CROSSWALKS IN THE AREA. | 2004-2005 | Developer paid for most of the cost | 6300 BLOCK OF LYNDALE WILL BE RECONSTRUCTED, INCLUDES CROSSWALK TREATMENTS AT 63rd STREET AND LYNDALE AVE INTERSECTION AND ELIMINATE ACCESS POINTS NEAR THE INTERSECTION. CURB LINES WILL BE MOVED IN AND 6 FOOT BIKE LANES WILL BE INCLUDED. | 2008 | 1,400,000* | SAFETY $ OF PROJECT MUCH SMALLER | |
| 75 | 298 | USTH | 61 | Wabasha | 6 | 2 | 2 | 066+00.571 | 067+00.553 | NONE | CLRS BEING CONSIDERED WITH FUTURE PROJECT. | 4 HEAD-ONS. 2 WEATHER-RELATED. | |||||
| 76 | 104 | ISTH | 494 | Hennepin | M | 2 | 4 | 023+00.253 | 024+00.554 | 3.22KM N. OF TH 55 TO EB I94 - SIGN REPLACEMENT | 1997 | $76,596 | *MN199* I494 FROM I394 TO I94 & I94 FROM CSAH 61 TO CSAH 30, INCLUDING THE I94/494 FISH LAKE INTERCHANGE - RECONSTRUCTION/EXPANSION INCLUDING 13 BRIDGES | 2049 | $175,900,000 | ||
| AT CSAH 9 IN PLYMOUTH-PEDESTRIAN BRIDGE | 1999 | $35,734 | |||||||||||||||
| CONCORD AVE. IN S.ST.PAUL TO 34TH AVE. N.IN BLOOMINGTON-REPLACE "C" & "D" SIGNS | 2001 | $174,862 | |||||||||||||||
| TH 55 IN PLYMOUTH TO W.JCT. I94 IN MAPLE GROVE-BITUMINOUS MILL & OVERLAY | 2002 | $978,720 | |||||||||||||||
| FROM TH 7 TO BASS LAKE. RD. IN MINNETONKA, PLYMOUTH AND MAPLE GROVE-PURCHASE AGGREGATE FOR SHOULDERING | 2003 | $31,950 | |||||||||||||||
| I-94 FROM SHINGLE CREEK TO BROOKLYN BLVD, I-494 FROM TH 55 TO CSAH 10, I-35W FROM I-35E TO TH 13, TH 169 FROM MEDICINE LAKE ROAD TO BASS LAKE RD - CABLE GUARDRAIL INSTALLATION | 2006 | $930,995 | |||||||||||||||
| 77 | CSAH | 10 | Washington | M | 0 | 4 | 004+00.000 | 004+00.655 | ALL-WAY STOP CONDITION WAS IMPLEMENTED TO ADDRESS LEFT TURN AND RIGHT ANGLE CRASHES AT THE INTERSECTION OF CSAH 10 AND CSAH 19 | 2000 | A REVIEW OF THE CRASH DATA SHOWED NO SPECIFIC PATTERN AS TO WHY THESE CRASHES WERE OCCURRING. THIS SEGMENT HAS A CRASH RATE WELL BELOW THE TYPICAL CRASH RATE OF 1.0 CRASHES PER MILLION VEHICLE MILES FOR 2-LANE RURAL ROADWAY. | ||||||
| 78 | MSAS | 158 | Ramsey | ST PAUL | M | 2 | 5 | 000+00.197 | 001+00.673 | KELLOGG BLVD. STREETSCAPE - REVISION OF STREET LIGHTING, SIGNALS, CROSSWALKS, LANES MARKINGS, ETC. | 1997-2001 | $5,793,000 | INSTALL A NEW TRAFFIC SIGNAL SYSTEM ON KELLOGG AT SMITH IN CONJUNCTION WITH THE ROADWAY EXTENSION OF SMITH AVE BEWTEEN KELLOGG AND 5th/6th/MAIN. THERE IS A BUS PULLOVER PLANNED ALONG THIS NEW PORTION OF SMITH AVENUE. | 2007 | $225,000 | ||
| NEW SKYWAY BRIDGE INSTALLED OVER KELLOGG FROM RIVER CENTRE RAMP TO XCEL CENTER. | unknown | REPLACE CONCRETE UNIT PAVERS IN THE KELLOGG AT SEVENTH ST INTERSECTION. | 2007 | $125,00 | |||||||||||||
| ELIMINATE HILL STREET NEAR MARKET STREET INTERSECTION AND CREATE A PLAZA AREA ON THE SOUTH SIDE OF KELLOGG BY DISTRICT ENERGY AND THE SCIENCE MUSEUM. | 2001 | $1,984,000 | |||||||||||||||
| MILL AND OVERLAY 2" OF BITUMINOUS. INSTALLED NEW LANE MARKINGS (TAPE). RECONSTRUCT STAMPED CONCRETE PEDESTRIAN CROSSWALKS AT WABASHA ST. | 2004 | $396,000 | |||||||||||||||
| PEDESTRIAN COUNTDOWN TIMERS INSTALLED AT THE FOLLOWING INTERSECTIONS WITH KELLOGG BLVD: BROADWAY, JACKSON, ROBERT, RIVERCENTRE PARKING RAMP, WABASHA, WASHINGTON, WEST 7TH ST. | 2002-2006 | $48,000 | |||||||||||||||
| INSTALLED VARIABLE SPEED DISPLAY SIGN ON KELLOGG JUST EAST OF BROADWAY WHERE WB TRAFFIC IS REQUIRED TO REDUCE SPEED FROM 40MPH TO 30MPH. | $12,500 | ||||||||||||||||
| 79 | CSAH | 16 | Scott | M | 1 | 5 | 008+00.468 | 009+00.627 | WIDENED TO A 4-LANE UNDIVIDED(WITH SOME TURN LANES) FROM YOSEMITE AVE TO GLENDALE RD. NO MAINLINE LEFT TURN LANES WERE CONSTRUCTED AT GLENDALE ROAD. | 1998 | $2,400,000 | INTERSECTION IMPROVEMENTS AT GLENDALE RD SIGNAL (MEDIAN, LEFT TURN LNAES, AND PROTECTED LEFT TURN PHASING) A ROUNDABOUT IS BEING CONSIDERED AS AN ALTERNATIVE SOLUTION AS WELL. | 2010 | $900,000 | COST FOR ROUNDABOUT OPTION NOT KNOWN, COUNTY WAS AWARE OF THE SAFETY ISSUES AT GLENDALE RD, BUT NOT ALONG THE REST OF THE SECTION. | ||
| 80 | 408 | ISTH | 94 | Ramsey | M | 2 | 2 | 238+00.446 | 239+00.445 | SNELLING/PASCAL TO E.B. I94-HOV RAMP METER BYPASS & REMOVE BR. | 1998 | $2,074,216 | FROM CEDAR AVE IN MINNEAPOLIS TO KELLOGG BLVD IN ST. PAUL AND ON TH280 FROM I94 TO .2 MILES NORTH OF UNIVERSITY AVE - SURFACING, DRAINAGE, UTILITIES, BUS WORK , CONCRETE REHAB AND SIGN RENEWAL | 1/25/2008 | $10,920,000 | ||
| CEDAR TO SNELLING AVE-MILL & BITUMINOUS OVERLAY MAINLINE; CEDAR TO JOHN IRELAND BLVD.-SHLD.REHAB. | 2000 | $4,146,070 | ON EB FROM CRETIN TO WESTERN-GR,SU,LT,TM,SIGNING,SIGNALS | 1/1/2049 | $7,565,000 | ||||||||||||
| WB 94 OFF RAMP TO CRETIN AVE AND ON RAMP FROM DALE ST TO EB I94 - PURCHASE OF MATERIALS AND EQUIPMENT RENTAL FOR BITUMINOUS MILL AND OVERLAY | 2004 | $30,601 | CRETIN TO WESTERN ON WB-GR,SU,LT,TM,SIGNING,SIGNALS | 1/1/2049 | $7,565,000 | ||||||||||||
| FROM HENNEPIN/RAMSEY COUNTY LINE TO RUTH STREET IN ST. PAUL - PURCHASE MATERIALS FOR FENCE REPAIR | 2006 | $10,281 | MISSISSIPPI RIVER TO MARION ST-TEMP WIDENING,BYPASSES,ETC | 1/1/2049 | $1,185,000 | ||||||||||||
| FROM NICOLLET AVENUE TO JOHN IRELAND BLVD. INCLUDES CS 6282 FROM HENNEPIN/RAMSEY CTY LINE TO JOHN IRELAND AVE - RENTAL OF MILLING MACHINE FOR PROFILE MILLING | 2006 | $16,000 | UNDER PEDESTRIAN WALKWAY AT GRIGGS-BR 62832(REP BR 9382) | 1/1/2049 | $220,000 | ||||||||||||
| 94 WB RAMPS TO SHINGLE CREEK PKWY, SHINGLE CREEK PKWY RAMP TO 96 WB - PURCHASE OF MATERIALS AND RENTAL EQUIPMENT FOR BITUMINOUS MILL AND OVERLAY | 2006 | $33,699 | |||||||||||||||
| 81 | 10 | ISTH | 94 | Stearns | 3 | 2 | 2 | 154+00.135 | 155+00.108 | NONE | NONE | NONE | MILL AND OVERLAY THAT WILL INSTALL SHOULDER RUMBLE STRIPS. PROJECT MIGHT INCLUDE A SUPERELEVATION CORRECTION ON A CURVE. | 2009 | |||
| NONE | NONE | NONE | NEW SIGNING ALONG WITH CENTER MEDIAN CABLE GUARDRAIL. | 2009 | |||||||||||||
| 82 | 220 | MNTH | 65 | Hennepin | M | 0 | 5 | 002+00.052 | 002+00.900 | 13TH AVE. NE TO 27TH AVE. NE IN MINNEAPOLIS.-MILL & OVERLAY | 1999 | $128,942 | NONE | NONE | NONE | ||
| AT THE BROADWAY AVENUE INTERSECTION IN THE CITY OF MINNEAPOLIS - BRIDGE RAILING INSTALLATION (FY 06 BI SETASIDE) | 2006 | $100,000 | NONE | NONE | NONE | ||||||||||||
| 83 | CSAH | 49 | Ramsey | M | 0 | 4 | 001+00.491 | 002+00.172 | AT THE BROADWAY AVENUE INTERSECTION IN THE CITY OF MINNEAPOLIS - BRIDGE RAILING INSTALLATION (FY 06 BI SETASIDE) | NONE | THE COUNTY IS AWARE OF THE CRASHES, NO PROJECTS ARE PLANNED. | ||||||
| 84 | 4 | ISTH | 94 | Ramsey | M | 2 | 4 | 242+00.439 | 243+00.850 | WESTERN AVE. TO WHITE BEAR AVE.-STRIPING | 1997 | $551,906 | I94 FROM WEAVER LAKE ROAD TO TH 101, I94 FROM ST. PAUL TO WOODBURY, TH 100 FROM I394 TO I94 - RAMP METER INSTALLATIONS | 2008 | $100,000 | ||
| 0.4 MI.E. OF CO. LINE TO ST.CROIX RIVER-CONCRETE RETROFIT | 2004 | $5,014,563 | |||||||||||||||
| TH52 TO 350' E. OF RUTH ST. - CONCRETE ROADWAY REPAIR; REPLACE JOINTS AND MISC. REPAIR ON BRS. 62838 & 62862 | 2004 | $3,012,878 | |||||||||||||||
| ON W.B. I94 AT DALE ST. AND AT TH 61 IN ST. PAUL-PURCHASE MATERIALS AND EQUIPMENT RENTAL FOR BITUMINOUS OVERLAY | 2004 | $15,375 | |||||||||||||||
| 85 | 224 | MNTH | 5 | Ramsey | M | 1 | 4 | 064+00.903 | 065+00.963 | AT RR CROSSING NEAR ALTON STREET IN THE CITY OF ST PAUL - RAILROAD AGREEMENT FOR CROSSING REPAIR | 2007 | $47,500 | AT ALTON STREET IN THE CITY OF ST. PAUL - RAIL CROSSING CANTILEVER AND GATE INSTALLATION AND CROSSING CLOSURE. PROJECT TO BE DONE VIA AGREEMENT WITH CITY OF ST. PAUL - NO SCHEDULE NEEDED | 2010 | $262,500 | ||
| 86 | CSAH | 32 | Ramsey | M | 1 | 3 | 003+00.010 | 003+00.911 | NONE | NONE | THE COUNTY IS AWARE OF THE CRASHES, NO PROJECTS ARE PLANNED. | ||||||
| 87 | 139 | USTH | 10 | Anoka | M | 0 | 5 | 219+00.538 | 220+00.448 | ARMSTRONG BLVD TO SUNFISH LAKE BLVD IN RAMSEY, SCOPING STUDY (2004 APPROPRIATIONS ACT-DISCRETIONARY) | 2004 | $235,105 | AT ARMSTRONG BLVD. (CSAH 83) IN THE CITY OF RAMSEY - MILL AND OVERLAY AND SIGNAL REPLACEMENT | 2008 | $300,000 | ||
| JARVIS ST. TO FAIR OAK AVE.-MILL & BITUMINOUS OVERLAY, BUS SHOULDERS. | 2006 | $3,023,869 | |||||||||||||||
| FROM 171ST AVENUE NW IN ELK RIVER TO VERNDALE AVENUE IN THE CITY OF ANOKA - PURCHASE OF MATERIALS FOR SIGN REPLACEMENT | 2006 | $46,538 | |||||||||||||||
| 88 | CSAH | 10 | Otter Tail | 4 | 1 | 3 | 007+00.535 | 008+00.460 | HIGHWAY AND BRIDGE WERE CONSTRUCTED TO MEET CURRENT STATE AID STANDARDS. | 2002 | $627,550 | $ 627,550 | COUNTY WAS AWARE OF ONLY 1 ACCIDENT, ONLY PROPERTY DAMAGE | ||||
| 89 | CSAH | 34 | Ramsey | M | 0 | 4 | 003+00.455 | 004+00.196 | NONE | NONE | THE COUNTY IS AWARE OF THE CRASHES, NO PROJECTS ARE PLANNED. | ||||||
| 90 | 889 | CSAH | 116 | Anoka | M | 0 | 6 | 002+00.187 | 003+00.314 | RESTRIPE ALL COUNTY ROADS | ANNUALLY | NONE | NONE | NONE | |||
| 91 | CSAH | 3 | Hennepin | M | 1 | 3 | 013+00.275 | 014+00.215 | ROADWAY RECONSTRUCTION INCLUDING TURN LANES AND CHANNELIZATION. | NONE | NONE | NONE | NONE | NONE | HENNEPIN COUNTY USES ITS OWN CRASH DATA FOR COUNTY ROADS WITHIN MINNEAPOLIS FROM 1998-PRESENT | ||
| 92 | MNTH | 60 | Wabasha | 6 | 1 | 3 | 197+00.941 | 198+00.880 | NONE | NONE | EXTREMELY WINDING SECTION EAST OF ZUMBRO FALLS | ||||||
| 93 | CSAH | 52 | Hennepin | M | 1 | 3 | 011+00.723 | 012+00.673 | NONE | NONE | NONE | NONE | NONE | NONE | HENNEPIN COUNTY USES ITS OWN CRASH DATA FOR COUNTY ROADS WITHIN MINNEAPOLIS FROM 1998-PRESENT | ||
| 94 | 354 | MNTH | 55 | Hennepin | M | 2 | 3 | 167+00.244 | 168+00.590 | .4MI. E. OF CSAH 50 TO 870' E. OF ARROWHEAD DR.-MICRO SURFACING | 2003 | $562,082 | NONE | NONE | NONE | ||
| FROM DOGWOOD TO GREENFIELD CITY LIMITS-ACCESS CLOSURES & FR.RD. CONSTRUCTION (ACCESS MGMT. $) | 2003 | $501,120 | NONE | NONE | NONE | ||||||||||||
| AT GREENFIELD RD. IN THE CITY OF GREENFIELD-INTERSECTION IMPROVEMENTS | 2004 | $333,268 | NONE | NONE | NONE | ||||||||||||
| N.SHORE DR. AT CP RR IN GREENFIELD-INSTALL SIGNALS & GATES | 2004 | $141,047 | NONE | NONE | NONE | ||||||||||||
| N. SHORE DR. AT CP RR IN GREENFIELD-INSTALL SIGNALS & GATES | 2004 | $9,600 | NONE | NONE | NONE | ||||||||||||
| ON NORTH SHORE DRIVE IN THE CITY OF GREENFIELD - GRADING AND SURFACING | 2005 | $30,000 | NONE | NONE | NONE | ||||||||||||
| AT THE INTERSECTION OF GREENFIELD ROAD IN THE CITY OF GREENFIELD - LANDSCAPING | 2006 | $0 | NONE | NONE | NONE | ||||||||||||
| 95 | 382 | USTH | 53 | St Louis | 1 | 1 | 3 | 056+00.081 | 057+00.034 | NONE | NONE | ||||||
| 96 | 279 | MNTH | 101 | Carver | M | 1 | 3 | 009+00.761 | 010+00.721 | AT PIONEER TRAIL IN CHANHASSEN-CHANNELIZE AND TRAFFIC SIGNAL INSTALLATION | 2005 | $726,461 | FROM TH 212 TO LYMAN BLVD IN THE CITY OF CHANHASSEN - BITUMINOUS MILL AND OVERLAY | 2008 | $670,000 | ||
| FROM LYMAN BLVD (CSAH 18) TO SCOTT CO LINE - PRELIMINARY DESIGN STUDY - PHASE I (CORRIDOR SCOPING) | 2007 | $50,000 | |||||||||||||||
| 97 | 162 | MNTH | 47 | Hennepin | M | 0 | 6 | 003+00.935 | 005+00.092 | E.FR.RD. FROM 30TH AVE. TO ST. ANTHONY BLVD. & APPROACH TO BR.27059-GRADE & SURFACE | 1997 | $569,724 | FROM NORTH OF 40TH AVE NE TO N OF CSAH 10 BRIDGE IN COLUMBIA HTS, FRIDLEY, SPRING LAKE PK, COON RAPIDS-BITUMINOUS M/O, RE-DECK BRS. 9725 & 9726, BUS SHOULDERS, ACCELERATION LANES, ETC | 2008 | $7,090,000 | ||
| UNIV.AVE. ST.ANTHONY,OV.SOO LINE &BNRR-TRANSPLANT VEGETATION | 1997 | $57,360 | |||||||||||||||
| 27TH AVE TO 35TH AVE NE-RECONSTRUCT ROADWAY & BRIDGE APPROACHES AND REMOVE BR. 5586 | 1998 | $4,109,060 | |||||||||||||||
| UNIV.AVE.ST.ANTHONY, OV.SOO LINE &BNRR-LANDSCAPING PROJECT AREA | 1999 | $136,128 | |||||||||||||||
| AT ST. ANTHONY PARKWAY IN MINNEAPOLIS - PURCHASE OF EROSION CONTROL MATERIALS | 2007 | $5,600 | |||||||||||||||
| BNSF@27TH AVE. N.E., MINNEAPOLIS.-INSTALL SIGNALS & GATES | 2007 | $188,430 | |||||||||||||||
| 98 | MSAS | 425 | Hennepin | MINNEAPOLIS | M | 0 | 4 | 001+00.314 | 002+00.103 | STREET LIGHTS, SIGNING, SIGNALS UPGRADED, SOME INTERSECTION REALIGNMENTS WITH RDWY RECONSTR | 1997-2000 | NONE | NONE | NONE | THE CITY MONITORS CRASH DATA BASED ON THE NUMBER OF CRASHES CODED TO INDIVIDUAL INTERSECTIONS, NOT SECTIONS. THEY HAVE PLANS TO LOOK AT SECTIONS IN THE FUTURE. | ||
| 99 | 183 | ISTH | 94 | Stearns | 3 | 1 | 3 | 176+00.000 | 177+00.000 | INSTALLED CABLE MEDIAN GUARDRAIL. | 2006 | NONE | |||||
| 100 | 195 | ISTH | 35 | Rice | 6 | 1 | 3 | 062+00.643 | 063+00.640 | NONE | NONE | THE DISTRICT WAS AWARE OF 1K & 2A | |||||
| 101 | CSAH | 152 | Hennepin | M | 0 | 6 | 013+00.187 | 014+00.398 | NONE | NONE | NONE | NONE | NONE | NONE | HENNEPIN COUNTY USES ITS OWN CRASH DATA FOR COUNTY ROADS WITHIN MINNEAPOLIS FROM 1998-PRESENT | ||
| 102 | 421 | ISTH | 94 | Douglas | 4 | 0 | 4 | 099+00.746 | 100+00.567 | NONE | NONE | NONE | Lighting and rumble strips | 2009 | $50,000 | ||
| 103 | 1167 | MNTH | 197 | Beltrami | 2 | 0 | 4 | 002+00.809 | 003+00.634 | NEW SIGNAL TIMING PLANS WERE DEVELOPED AND IMPLEMENTED. | 2007 | THIS SECTION WILL BE RECONSTRUCTED WITH NEW SIGNAL HARDWARE AT THE INTERSECTIONS OF 5TH AND 15TH, RADII WILL BE INCREASED AT THE INTERSECTIONS AND ALL NEW SIGNING AND STRIPING WILL BE INSTALLED | 2008 | THIS SECTION IS ALSO PART OF AN ACCESS MANAGEMENT STUDY THAT STARTED IN AUGUST 2007 AND WILL BE CONCLUDED IN AUGUST 2008. IT WILL PROVIDE RECOMMENDATIONS TO ADDRESS GROWTH ISSUES AND INCREASING TRAFFIC LEVELS THROUGH PROPER ACCESS MANAGEMENT PRACTICES AND SAFETY IMPROVEMENTS. | |||
| 104 | MSAS | 342 | Hennepin | MINNEAPOLIS | M | 0 | 4 | 001+00.214 | 002+00.055 | UPGRADED STRIPING TO POLY PRE-FORMED | 2005 | $11,000 | NONE | NONE | NONE | THE CITY MONITORS CRASH DATA BASED ON THE NUMBER OF CRASHES CODED TO INDIVIDUAL INTERSECTIONS, NOT SECTIONS. THEY HAVE PLANS TO LOOK AT SECTIONS IN THE FUTURE. | |
| 105 | 1240 | MNTH | 95 | Isanti | 3 | 0 | 4 | 038+00.073 | 038+00.923 | INSTALLED CENTERLINE LINE AND SHOULDER RUMBLE STRIPS. | 2004 | NONE | |||||
| 106 | CSAH | 40 | Carver | M | 0 | 4 | 000+00.111 | 001+00.000 | NONE | PLANNING IS IN PROCESS IN RESPONSE TO A ROAD SAFETY AUDIT COMPLETED IN 2006. PROJECTS UNDER CONSIDERATION ARE: REVIEW OF ADVISORY SPEEDS, UPGRADE THE GUARDRAIL ALONG NB CSAH 40, SEASONALLY STREET SWEEP, PAVING INSIDE SHOULDERS ON CURVES | 2007/2008 | Not determined | THE 2006 ROAD SAFETY AUDIT IDENTIFIED THIS LOCATION AS ONE OF THE TOP 11 CONCERNS IN THE COUNTY. | ||||
| 107 | CSAH | 17 | Anoka | M | 0 | 4 | 013+00.748 | 014+00.655 | RESTRIPE ALL COUNTY ROADS | ANNUALLY | NONE | NONE | NONE | ||||
| 108 | MNTH | 55 | Hennepin | M | 0 | 4 | 192+00.397 | 193+00.324 | HIAWATHA AVE. TO W. RIVER PARKWAY IN MINNEAPOLIS-LAKE ST. STREETSCAPE | 2006 | $11,502,860 | NONE | NONE | NONE | |||
| 109 | 38 | CSAH | 23 | Hennepin | M | 1 | 5 | 000+00.240 | 001+00.864 | NONE | NONE | NONE | NONE | NONE | NONE | HENNEPIN COUNTY USES ITS OWN CRASH DATA FOR COUNTY ROADS WITHIN MINNEAPOLIS FROM 1998-PRESENT | |
| 110 | 147 | CSAH | 30 | Hennepin | M | 0 | 4 | 006+00.060 | 007+00.000 | NONE | NONE | NONE | RECONSTRUCTION AND UPGRADE OF CSAH 30 (FROM CSAH 101 TO DUNKIRK LANE) | 2008 | |||
| 111 | ISTH | 94 | Wright | 3 | 0 | 4 | 201+00.262 | 202+00.211 | INSTALLED CABLE MEDIAN GUARDRAIL. | 2004 | NONE | NONE | NONE | THIS IS IN THE ALBERTVILLE AREA WHERE THERE ARE TWO HORIZONTAL CURVES AND TWO INTERCHANGES. | |||
| 112 | 228 | USTH | 169 | Crow Wing | 3 | 0 | 4 | 233+00.070 | 234+00.027 | INSTALLED A CENTER LEFT TURN LANE IN GARRISON. | 2006 | ||||||
| 113 | CNTY | 249 | Houston | 6 | 0 | 5 | 001+00.000 | 002+00.208 | NONE | NONE | COUNTY WAS NOT AWARE OF THE MAGNITUDE OF CRASHES AT THIS LOCATION AND WILL FURTHER REVIEW THE CRASH REPORTS AND SITE | ||||||
| 114 | MSAS | 103 | St Louis | HERMANTOWN | 1 | 0 | 4 | 000+00.111 | 001+00.086 | TOTAL RECONSTRUCTION FROM RURAL SECTION TO URBAN SECTION. | 2004 | $1,400,000 | NONE | CITY WAS NOT AWARE OF THE MAGNITUDE OF THE INCIDENTS AT THIS LOCATION | |||
| 115 | CSAH | 1 | Rice | 6 | 0 | 4 | 014+00.131 | 015+00.111 | CHEVRONS INSTALLED. | 2006 | $2,000 | RECONSTRUCT TO WIDEN SHOULDERS, FLATTEN CURVES, ELIMINATE STEEP INSLOPES | 2008 | $2,000,000 | |||
| 116 | MSAS | 145 | Stearns | ST CLOUD | 3 | 0 | 5 | 003+00.015 | 004+00.265 | NONE | RECONSTRUCT THE HIGHWAY 23 INTERCHANGE WITH 10TH AVENUE. PROJECT INCLUDES GEOMETRIC IMPROVEMENTS (RELOCATION OF THE TH 23 RAMPS) AND SIDEWALK/BICYCLE LANE IMPROVEMENTS. TRAFFIC SIGNAL IMPROVEMENTS ARE ALSO BEING CONSIDERED. | 2009 | Approx. $5,000,000 | ||||
TABLE 9B - Top 5% of Intersections
Based on 1997-2006 F + A Crashes
| RANK | TOP 200 RANK | SYS | NUM | RP | DESCRIPTION | TOTAL | ADT | CR | SR | COST | DIST | COMPLETED PROJECTS | CONSTRUCT DATES | CONSTRUCT COST | PHASED PROJECTS | YEAR PLANNED | COST | NOTES | |
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| K | A | ||||||||||||||||||
| 1 | 27 | USTH | 10 | 177+00.743 | ST GERMAINSTMSAS128/ST CLOUD | 1 | 17 | 28230 | 0.2 | 0.7 | $532,000 | 3 | NONE | NONE | NONE | NO IMPROVEMENTS. THIS IS A CHANNELIZED DIVIDED HIGHWAY AND SIGNALIZED INTERSECTION. NO IMPROVEMENTS PLANNED IN 10 YEARS. | |||
| 2 | 1 | MNTH | 51 | 007+00.350 | CR B CSAH25/ROSEVILLE | 1 | 13 | 51889 | 0.1 | 0.3 | $420,000 | M | NONE | NONE | NONE | SP 6216-116, ON SNELLING FROM ROSELAWN TO EB MN 36 ENTRANCE RAMP - ADD 3RD LANE, TRAFFIC SIGNAL REVISION AT COUNTY RD B AND HAR MAR ENTRANCE, RIGHT TURN LANES ON MINOR LEGS | 2008 | $2,000,000 | BIG FIX - RELOCATE FRONTAGE ROAD ON THE WEST SIDE. 10/2/06 - SIGNAL REBUILD WILL BE LET (ALONG WITH COUNTY ROAD B). STILL TRYING TO CONVINCE THE CITY OF ROSEVILLE TO MOVE THE SOUTH FRONTAGE ROAD TO LINE UP WITH THE HARMAR ENTRANCE TO CREATE A 4-LEG INTERSECTION, CONVERT THE NORTH & SOUTH FRONTAGE ROADS TO A BACKAGE ROAD THAT ACCESSES THE INTERSECTION. |
| 3 | 10 | USTH | 169 | 139+00.786 | 85TH AV NCSAH109/BROOKPARK | 2 | 9 | 68255 | 0.0 | 0.2 | $364,000 | M | NONE | NONE | NONE | SP 2750-57 CONSTRUCT INTERCHANGE - THIS IS PART OF A LARGER PROJECT. (27-681-27, LET DATE 6/14/2010: CSAH 81 FROM N OF TH 100 TO N OF CSAH 10 IN CRYSTAL - RECONSTRUCT TO A 6-LANE DIVIDED RDWY, PED/BIKE PATH) | 2010 | $52,527,298 | |
| 4 | 16 | MNTH | 65 | 004+00.137 | 37TH AV RESERVOIR BLVD/COL HEIGHTS | 3 | 7 | 25866 | 0.1 | 0.5 | $364,000 | M | SP 0207-73, INSTALLED RAISED MEDIAN BARRIER AND ACCESS MANAGEMENT. (SIGNAL INSTALLED AND TURN LANES ADDED, LET 4/24/1987;SP0207-50; MEDIAN, M/O 27TH AVE TO 37TH AVE NE, LET 7/24/03, SP141-010-74 FORMERLY SP2710-31) | 2002 | $1,189,138 | NONE | NONE | NONE | MINOR INTERSECTION IMPROVEMENTS BY CITY COMPLETED IN 2003. CLOSE ACCESS FROM RESERVOIR BLVD, ADD NB AND SB RIGHT TURN LANES, AND ADD EB AND WB LEFT TURN LANES. |
| 5 | 29 | USTH | 10 | 222+00.542 | SUNFISH LAKE CSAH 57LT MSAS 113 | 3 | 7 | 48439 | 0.1 | 0.2 | $364,000 | M | TURN LANE EXTENSIONS COMPLETED WITH M/O, SP0202-80 | 2006 | SP 0205-85, REBUILD SIGNAL | 2008 | $210,000 | ||
| 6 | 96 | MNTH | 23 | 205+00.236 | 25TH AV MSAS 132/STCLOUD | 0 | 12 | 43656 | 0.1 | 0.3 | $336,000 | 3 | ADDED A OVERHEAD SIGNAL INDICATION. THIS INTERSECTION IS SIGNALIZED AND CHANNELIZED. | 2003 | minor | POSSIBLE CITY PROJECT IN TWO YEARS TO INCREASE 25TH AVE CAPACITY. | |||
| 7 | 298 | USTH | 169 | 175+00.730 | 313TH AV CSAH2 RTT 110LT | 5 | 2 | 21665 | 0.1 | 0.4 | $336,000 | 3 | CLOSED THE CROSSOVER MEDIAN. | 2003 | NONE | NONE | NONE | ||
| 8 | 2 | MNTH | 15 | 150+00.400 | S JCT TH 232ND STS/ST CLOUD | 0 | 11 | 46808 | 0.1 | 0.3 | $308,000 | 3 | CAPACITY ISSUE. ADDED DUAL LEFT TURN LANES. SIGNALIZED INTERSECTION. | 2005 | NONE | NONE | NONE | ||
| 9 | 53 | MNTH | 47 | 011+00.563 | 85TH AV CR132LT MSAS129/BLN | 1 | 9 | 47301 | 0.1 | 0.2 | $308,000 | M | SP 0205-82, EXTEND TURN LANE, ADD ACCELERATION LANE AND REVISE SIGNAL. | 2004 | $184,242 | NONE | NONE | NONE | |
| SP 0205-783, INTERCONNECT SIGNALS FROM MISSISSIPPI TO 85TH AVENUE | 2002 | ||||||||||||||||||
| 10 | 62 | MNTH | 65 | 007+00.686 | MISSISSIPPISTCSAH6/FRIDLEY | 1 | 9 | 41510 | 0.1 | 0.3 | $308,000 | M | SP 0207-77, SIGNAL REBUILD | 2003 | $191,443 | NONE | NONE | NONE | THE ADDITION OF A THIRD LANE NB AND SB, ALONG WITH AGGRESSIVE ACCESS CONTROL ARE NEEDED. BIG FIX - REBUILD INTERSECTION BY REMOVING EAST/WEST SPLIT PHASING AND CHANGING THE TWO APPROACH LANES ON THE MINOR LEG TO 1 LEFT |
| 11 | 301 | MNTH | 65 | 008+00.665 | 73RD AV NE MSAS 307/FRIDLEY | 0 | 11 | 44559 | 0.1 | 0.3 | $308,000 | M | SP 0207-57, REBUILD SIGNAL AND CONVERT MEDIAN SOUTH OF INTERSECTION TO 3/4 | 1992 | $233,630 | NONE | NONE | NONE | THERE ARE TWO PROJECTS IN 2049 FOR THIS LOCATION. MN65, NORTH OF I694 HAS ISSUES AT MANY OF THE INTERSECTIONS. ANY FIXES THAT COULD BE COMPLETED WOULD HAVE TO INCLUDE MULTIPLE INTERSECTIONS AND ROADWAY SECTIONS. THIS HAS CAUSED DIFFICULTIES IN DETERMINING SCOPE AND FUNDING FOR THIS LOCATION. THERE HAS ALSO BEEN DIFFICULTIES IN COORDINATING WITH LOCAL GOVERNMENT AND DEVELOPERS. THE ADDITION OF A THIRD LANE NB AND SB, ALONG WITH AGGRESSIVE ACCESS CONTROL ARE NEEDED. ADD WB AND EB THROUGH LANES. |
| 12 | 19 | MNTH | 65 | 015+00.420 | TH 242 LTCSAH14 RT/BLAINE | 2 | 6 | 54807 | 0.0 | 0.2 | $280,000 | M | NONE | NONE | NONE | SP 0208-123, CONSTRUCT INTERCHANGE, MN 242 IS A TURNBACK IN 2007. | 2007-2008 | $33,040,585 | SP 0208-118 IS A FREEWAY DESIGN, NO LET DATE ASSIGNED |
| 13 | 36 | USTH | 63 | 043+00.264 | 37TH ST NW CSAH 22/ROCH | 3 | 4 | 34316 | 0.1 | 0.2 | $280,000 | 6 | NONE | NONE | NONE | SIGNAL WILL BE CHANGED TO A PROTECTED LEFT. | 2008 | $15,000 | |
| 14 | 80 | USTH | 52 | 096+00.897 | N JCT CSAH24/CANNON FALLS | 2 | 6 | 19827 | 0.1 | 0.5 | $280,000 | 6 | NONE | NONE | NONE | ENVIRONMENTAL STUDY AND PRELIMINARY INTERCHANGE DESIGN IN PROGRESS | ~ $30,000,000 | COST ESTIMATE FOR ENTIRE PROJECT | |
| 15 | 212 | USTH | 75 | 245+00.378 | 60TH AVE CSAH12/CLAY CO | 3 | 4 | 4151 | 0.5 | 2.0 | $280,000 | 4 | NONE | ROUNDABOUT PLANNED | 2011 | $1,000,000 | |||
| 16 | 714 | USTH | 10 | 024+00.438 | TH 32/2 MIE HAWLEY | 4 | 2 | 12063 | 0.1 | 0.6 | $280,000 | 4 | INTERCHANGE CONSTRUCTED | 2005 | $10,000,000 | NONE | NONE | NONE | |
| 17 | 5 | MNTH | 15 | 151+00.561 | 8TH ST N CSAH4/STCLOUD | 0 | 9 | 43970 | 0.1 | 0.2 | $252,000 | 3 | SIGNALIZED INTERSECTION. NO IMPROVEMENTS PLANNED IN 10 YEARS. | NONE | NONE | ||||
| 18 | 34 | MNTH | 47 | 010+00.876 | 81ST AV MSAS101 RTMSAS339/FRD | 0 | 9 | 41221 | 0.1 | 0.2 | $252,000 | M | SP 0205-89, SIGNAL REBUILD AND EXTEND NB LEFT TURN LANE...LOCAL ADDITIONS WERE EXTEND AND CONSTRUCT DUAL LEFTS ON MN47, EXTEND RTL'S ON MN47, ADD RIGHT TURN LANE TO MINOR LEG | 2007 | $423,970 | NONE | NONE | NONE | |
| 19 | 50 | USTH | 2 | 108+00.149 | TH 89 LT/W OF WILTON | 3 | 3 | 11132 | 0.1 | 0.7 | $252,000 | 2 | CONDUCTED AN IN-HOUSE FIELD SAFETY/CRASH HISTORY REVIEW. INSTALLED TWO RED FLASHERS ABOVE EACH OVERSIZED STOP SIGN ON TH 89. | 2007 | THIS INTERSECTION WILL BE STUDIED IN GREATER DETAIL TO IMPROVE SAFETY AS PART OF A PRE-DESIGN/DESIGN CONTRACT TO DETERMINE ALTERNATIVES TO EVALUATE REALIGNMENT/GRADE SEPARATION OF THE INTERSECTION AND ADJACENT BRIDGES. | 2008 | LAST FATAL INVOLVED OUT OF TOWN DRIVER MISSING STOP SIGN. | ||
| 20 | 54 | USTH | 169 | 196+00.151 | 190TH ST CSAH11 | 1 | 7 | 12249 | 0.3 | 1.1 | $252,000 | 3 | CORRECT SIGHT DISTANCE ISSUE. STILL HAVING SIGNIFICANT PROBLEMS. | 2004 | $1,000,000 | IN DISCUSSIONS WITH COUNTY FOR POSSIBLE SAFETY IMPROVEMENTS IN 2012. POSSIBLY CLOSE CROSSOVER, REROUTE CR 11, OFFSET LEFT TURNS | RURAL INTERSECTION ON VERTICAL HILL. STILL HAVING SIGNIFICANT PROBLEMS. | ||
| 21 | 199 | MNTH | 21 | 000+00.223 | 7TH ST CSAH11MSAS104/FRBLT | 0 | 9 | 21240 | 0.1 | 0.5 | $252,000 | 6 | CHANGED SIGNAL TO PROTECTED LEFT LAST YEAR | 2006 | $10,000 | NONE | NONE | NONE | |
| 22 | 57 | MNTH | 21 | 000+00.000 | TH 60 CSAH48BHD/FARIBAULT | 1 | 7 | 24005 | 0.1 | 0.4 | $252,000 | 6 | CLOSED NEARBY MEDIAN ON TH 60. | 2006 | NONE | NONE | NONE | NONE | CRASHES FROM MEDIAN WERE BEING CODED TO THIS INTERSECTION. |
| 23 | 90 | MNTH | 47 | 007+00.868 | 57TH AV CR102LT,MSAS 301 RT/ | 1 | 7 | 44288 | 0.0 | 0.2 | $252,000 | M | NONE | NONE | NONE | ADD FREE RIGHT EB TO SB. ADVANCE SIGNING SB (OVERPASS BEYOND SIGNAL AT 694 MAY MAKE IT HARD TO SEE). TIE INTERCHANGE IN W/N I694 RAMPS. | 2013 | $300,000 | |
| 24 | 139 | MNTH | 65 | 021+00.714 | CROSSTOWN BLVD CSAH 18/HAM LAKE | 1 | 7 | 35325 | 0.1 | 0.3 | $252,000 | M | NONE | NONE | NONE | SP 0208-115, SIGNAL REBUILD | 2008 | $250,000 | |
| 25 | 222 | ISTH | 94 | 230+00.731 | TH 55 OLSON MEMORIAL W RAMPS | 1 | 7 | 38700 | 0.1 | 0.2 | $252,000 | M | SP 2751-49, MILL AND OVERLAY | 2007 | SP 0108-130, REALIGN FRONTAGE ROAD AND ACCESS MANAGEMENT | 2008-2009 | THIS SIGNAL IS OPERATED BY THE CITY OF MINNEAPOLIS. MN/DOT CAN ONLY MAKE SUGGESTIONS FOR SIGNAL PHASING/TIMING; IMPLEMENTING THOSE CHANGES IS UP TO THE LOCAL AGENCY. IMPLEMENTING A "BIG" FIX FOR THIS LOCATION IS HINDERED BY COORDINATION EFFORTS WITH LOCAL AGENCY AND DEVELOPERS. | ||
| 26 | 223 | USTH | 52 | 086+00.213 | TH 57 & CR8/HADER | 4 | 1 | 16782 | 0.1 | 0.4 | $252,000 | 6 | NONE | NONE | NONE | ACCELERATION LANES AND TURN LANE LENGTHENING PLANNED. INTERCHANGE LONG TERM. | $250,000 | ||