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9 E nd CT. S.W. ST. S.W. 8 (49) 557 (487) (0) ARK RD. AV. S.W. 54 S.W. 9th 54 7t SO UTH WOOD DR. 65 HTS. WOODBINE OW CT. COMMER CIAL () 6 (67) 0 () 4 () 5 (0) 57 (54) 4 (5) 9 (6) 0 () 79 (67) (50) 49 (94) 6 (0) (84) 0 (4) 5 (97) BROADWAY 57 FERN AVE. PETUNIA AVE. DAFFODIL H:\Projects\6658\TS\Figures\Fig _Existing Conditions.cdr 06N R4W 8 7 T06N R4W 4 4 North T05N NORTH 55 DR. ROSEWOOD 70th ST. S.W. SCENIC OD YSSE EY VIEW SS SCENIC POINT DR. RESERVOIR CT. TIMB ERWOOD NORWOOD BR T Y DR. GALILE O ODY ORIN DR. S.W. E IT W NEPTUN DR. AKW S.W. PL. ST. OO D HILLS WINDSOR WESTMINS T DR. ER WIND SOR LILL 47 IE 600 KELSEY CT. HALLI 6th 600 WINDSOR ST. PL. N G CHASE AVE. th 8th DR. CHESTNUT 7th ST. th AVE. 0th 600 AVE. 9th 40th ST. S.W. DR. S.W. SCENIC OOD S.W. SCENIC DR. OAK NEBULA NOVA HART GEMINI DAVID FAIR OAK VIEW CT. CT. S.W. POINT HART REGA IR O NWOOD 48th ST. L OAK JUNIPER IRONWOOD BI S.W. S.W. WILLOW VIEW 60th St (0) (0) 0 (0) 0 SCENIC DR. TAURUS DR. CT. STARBU RST th Avenue (0) 0 (4) 45 (7) RC DR. HAZEL OD HWO WILLOW POINT 48th St (0) 0 () 4 (6) 0 () (9) 7 Willow 60th St () 40 (0) 0 () TEE West Ramps WILLOW CT. ASHLEY LESLIE th AVE. S.W th AVE. S.W. 000 ST. 6th ST. S.W. WI LLOW CT. S.W. ST. OW DR. WILL 600 SHADY S.W. CURVE BEND WILL O W 60th ST. S.W. MAPLE T05N R4W WENDY 0 S.W. 40 S.W. S.W. SOUTHERN LONE PINE TH 6 40th St (90) 4 (4) 44 40th St (45) 89 (06) 85 (6) 0 JUST IN th AVE. S.W. 55 PL. S.W. () (4) 5 (85) Creek SOUT HERN DR. S.W. (6) 0 (0) 0 (0) (857) 40 (0) 0 L.C. DR. VIEW 5 SOUTH. PL. 0th AVE. S.W. SOUTHER HILLS S.W. S.W. S.W. 58. East Ramps West Ramps POINTE S EPEBBLE NARIO S.W. 4. SOUTHWOOD N SOUTHE RN SOUTHERN PINE STONE BROOK SOUTH (5) 5 (6) 4 (5) S.W. PO TH 6 SOUTH INTE DR. WOODBINE SUMMERSET CT. CIRCLE 6 CT. 49 (8) () 4 (7) 7 (4) 5 (98) SOUTHERN RIDGE DR. (87) 46 () POINTE TYROL (9) () S.W. CT. MER COUNTRY DR RIDG E WILL 55 S.POINTE DR. TYROL HILLS RD. ST. Quarve Rd ENTERPRISE S.W. DR. CAR LTON 5 ST. S.E. 65 S.W th SOUTH 7000 ST. Willow T06N R4W GARDEN S.E. CONWAY 5 40 DR SOUTHERN WOODS PL. S.W. 4. SOUTHERN WOODS CIR. S.W. 58. SOUTHERN RIDGE FOR ROCKPORT S.E. CANAL PL. EST S.E. KNOLL 48th St (40) 77 (45) 8 FOOTHILL DR. FOREST KNOLL MAINE S.E. PL. FORES ST. T CT. KN QUARVE RD. CSAH 0 Quarve Rd (4) 6 (8) East Ramps Legend (49) 4 () (07) 54 () (6) 46 0 GA CT. GA OLL R XX (XX) = A.M. Peak (P.M. Peak) AVE. R DEN DEN CT. GINGER AVE (4) 7 () DAISY NY T06N R4W 5 6 DR. GERAN IUM BASIL T05N PEO ST. DR. AVE. Cre ST. = Signalized Intersection th S = SideStreet Stop Control Intersection = All Way Stop Control Intersection February 009 Existing Conditions ( of ) Rochester Airport SubArea/TH 6 Corridor Preservation Study ROCOG Mn/DOT Figure

10 7 (8) 55 (990) 7 (47) 449 () 0 () 7 (7) 5 (7) (4) 0 (0) 448 (49) 0 () 449 (5) (7) 8 (79) (7) 8 () 0 (0) 6 (44) 4 (6) () 5 (4) MIANE MAYOWOOD North NORTH HISTORIC SITE R O C H E S T E R 9 8 (9) 7 (6) 8 CSAH 6 (46) 80 (7) 4 West Ramps CSAH 6 (4) 87 (6) Creek East Ramps (9) 6 () 0 8 (9) 7 (5) () 6 AVE H:\Projects\6658\TS\Figures\Fig _Existing Conditions.cdr TH 0 () 9 (5) 58 () February 009 CSAH 8 5 River CSAH 8 (9) 77 (5) 5 (9) 7 4 (6) () (9) (0) 0 CSAH 6 () 5 (7) (5) 7 90th St () (0) 0 () () 0 (0) 0 () TH 6 TH 6 H I G H F O R E S T (5) 0 (69) 4 () 0 (0) () (65) 69 (7) 80th St Field Access CSAH 6 (9) 7 (7) 84 (0) 0 (0) 0 (0) 0 (0) Willow ROCHESTER TH 6 th Ave (0) 0 (0) 0 (0) 0 MUNICIPAL AIRPORT TH 6 (0) 0 (0) 0 () (0) 0 (65) 59 () 0 (7) 6 (68) 50 (4) 95 () 0 (0) 85th St 9 (8) 0 (0) 8 () 0 Existing Conditions ( of ) Rochester Airport SubArea/TH 6 Corridor Preservation Study ROCOG Mn/DOT I90 North Ramps Legend 7 XX (XX) = A.M. Peak (P.M. Peak) (6) 6 () 0 CSAH 6 CSAH 0 6 (6) (4) () 9 (9) 580 = Signalized Intersection 5 0 = SideStreet Stop Control Intersection VILLE 0 F.A.I. STEWART = All Way Stop Control Intersection Figure

11 0.9 ey () 5 (70) 8 (9) 5 (45) 6 (96) 6 () 9 (9) 6 (56) 8 (4) 0 (0) () Cre 5 North NORTH River Willow CSAH 5 () 5 (7) 7 (0) 0 CSAH 8 7 (0) 0 (0) 0 (0) 0 9 (9) (8) 0 (0) ROCHESTER MUNICIPAL AIRPORT H:\Projects\6658\TS\Figures\Fig _Existing Conditions.cdr River High Forest EST. POP. 00 binson 6 stin 0 (7) 0 (0) (74) (44) 57 () February 009 I90 West Ramps 90 6 (6) 6 () 08 Creek 05 eadow CSAH 6 8 F O R E S T 8 8 H I G H CSAH 5 (0) 0 (7) Lake Florence 9 (9) 9 (44) 50 (0) 4 (0) 44 I90 East Ramps (6) 86 (56) 884 (5) (0) 0 () 5 R 4 W CSAH Carys Cr. Existing Conditions ( of ) Rochester Airport SubArea/TH 6 Corridor Preservation Study ROCOG Mn/DOT TH (04) 89 (0) 5 (9) (45) 4 (4) 5 (9) 8 5 TH 6 VILLE 95 POP. 5,4 TH 6 F.A.I. (5) 5 (500) 86 () 9 Legend 06 XX (XX) = A.M. Peak (P.M. Peak) STEWART = Signalized Intersection 69 (5) () 0 (9) 0th St (5) 5 (44) 608 (4) (95) () 5 5 (87) TH 0 = SideStreet Stop Control Intersection = All Way Stop Control Intersection 0 0 Figure

12 TH 6 & County Road 0 INTERSECTION CRASH PERFORMANCE Input Analysis Period (in years) 5 Input # of Fatal Crashes at Intersection 0 Crash Data from MnCMAT 00 through 007 Input # of 'A' Severity Crashes at Intersection 0 Input # of 'B' Severity Crashes at Intersection Input # of 'C' Severity Crashes at Intersection Input # of Property Damage Crashes at Intersection 6 Input Average # Vehicles Entering Intersection Daily* 5,700 Total Intersection Crashes = 8 Based on Mn/DOTOlmsted County 006 ADT Volume Flow Map *Average number of vehicles entering intersection can be calculated by adding ADTs for all of the intersection legs, and then dividing that by. This assumes that directional split of the roadway for the average day is 50/50. Intersection Crash Rate = Intersection Severity Rate = Intersection Crash Density = Intersection Crash Cost^ = $,480 per year per million entering vehicles 0.90 (.)** Mn/DOT District 6 Average Crash Rates* for Trunk Highway Intersections High Volume/High Speed Traffic Signal Controlled Intersection.40 crashes per year.50 * Average Crash Rates based on Mn/DOT Intersection Green Sheets. ** Crash Rates shown in parentheses are the (Critical Crash Rates). ^ Note that crash costs in the following calculations are as follows: F: $560,000 A: $80,000 B: $6,000 C: $0,000 PD: $4,400 The value used for fatal crashes in crash cost is * the value of an 'A' severity crash. See HES documentation at for more information on when it may be appropriate to use full cost for a fatal crash of $,600,000.

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14 Report Version. Jan 005 Crash Type Summary RIA/TH 6 Corridor Study Crash Analysis Analysis Years: 00 [], 004 [], 005 [], 007 [] Crash Summary: Fatal Incapacitating NonIncapacitating Possible Property Damage Total Crashes 6 8 Surface Condition Summary: Dry Wet Snow Slush Ice/Packed Snow Water (Stand, Moving) 4 Muddy Debris Oily Not Specified Other Unknown Total Crashes 8 Type of Crash Summary: 7 with Vehicle in Transport with Trees/Shrubbery with Parked Motor Vehicle with Bridge Piers with Roadway Equipment Snowplow with Median Safety Barrier with Roadway Equipment Other with Crash Cushion with Train with Guardrail with Pedicycle with Fence (NonMedian Barrier) with Pedestrian with Culvert/Headwall with Deer with Embankment/Ditch/Curb with Other Animal with Building/Wall Underride, Rear with Rock Outcrop Underride, Side with Parking Meter with NonFixed Object of other Type with Other Fixed Object Other Type of Collision with Unknown Type of Fixed Object with NonFixed Object of Unknown Type Overturn/Rollover with Construction Equipment Submersion with Traffic Signal Fire/Explosion with RR Crossing Device Jackknife with Light Pole Loss/Spillage NonHaz Material with Utility Pole Loss/Spillage Hazardous Material with Sign Structure or Post NonCollision of Other Type with Mailboxes and/or Posts NonCollison of Unknown Type with other Poles Other Type of Crash with Hydrant Crash of Unknown Crash Type Selection Filter: ((YEAR = 00 or YEAR = 004 or YEAR = 005 or YEAR = 006 or YEAR = 007)) Analyst: SRF/J.Bednar Notes: Segment 4 (CR0 to TH0) Hot Spot A /4/009 Mapping Analysis Tool.7.0 Page: of

15 Driver and Time Summary RIA/TH 6 Corridor Study Crash Analysis Report Version.0 May 007 Crash Time of Day Summary: From To SUN MON TUE WED THU FRI SAT Tot. 00:00 0:59 0:00 04:00 06:00 08:00 0:00 :00 4:00 6:00 8:00 0:00 :00 0:59 05:59 07:59 09:59 :59 :59 5:59 7:59 9:59 :59 :59 5 NR Total Driver Age/Gender Summary: Age Male Female NR Drivers < to 4 5 to 9 0 to 4 5 to 9 40 to to to to to to to to to to to plus NR Drivers Driver Condition Summary: Not Specified Normal No Drugs or Drinking Under the Influence Had Been Drinking Commercial Driver Over.04 BAC Had Been Taking Drugs Aggressive Asleep Total Physical Disability Illness Other Not Applicable Unknown Total Crashes 5 00 First Harmful Event Summary: Vehs. Not Specified 8 On The Roadway (Alley, Drive, Etc) 4 50 Off the Roadway On the Shoulder Off the Roadway On the Median Off the Roadway On the Roadside Off the Roadway On the Separator Parking Lot Private Property Outside RightOfWay Other Unknown Total Vehicles 8 00 Selection Filter: ((YEAR = 00 or YEAR = 004 or YEAR = 005 or YEAR = 006 or YEAR = 007)) Analyst: SRF/J.Bednar Notes: Segment 4 (CR0 to TH0) Hot Spot A /4/009 Mapping Analysis Tool.7.0 Page: of

16 Crash Case Number Listing RIA/TH 6 Corridor Study Crash Analysis Report Version.0 Feb 006 Date DOT Case # County City Crash Sev. Type of Crash 06/7/ Olmsted Rural Area PROPERTY DAMAGE NO APPARENT INJURY 0/0/ Olmsted Rural Area INJURY NONINCAPACITATING INJURY 0/05/ Olmsted STEWARTVILLE PROPERTY DAMAGE NO APPARENT INJURY 0/0/ Olmsted STEWARTVILLE PROPERTY DAMAGE NO APPARENT INJURY /0/ Olmsted STEWARTVILLE PROPERTY DAMAGE NO APPARENT INJURY 0/4/ Olmsted STEWARTVILLE PROPERTY DAMAGE NO APPARENT INJURY 0/04/ Olmsted STEWARTVILLE PROPERTY DAMAGE NO APPARENT INJURY /9/ Olmsted Rural Area INJURY POSSIBLE INJURY COLLISION WITH TRAFFIC SIGNAL Selection Filter: ((YEAR = 00 or YEAR = 004 or YEAR = 005 or YEAR = 006 or YEAR = 007)) Analyst: SRF/J.Bednar Notes: Segment 4 (CR0 to TH0) Hot Spot A /4/009 Mapping Analysis Tool.7.0 Page: of

17 TH 6 CSAH 6 Interchange Area CRASH PERFORMANCE Input Analysis Period (in years) 5 Input # of Fatal Crashes on Segment 0 Crash Data from MNCMAT 00 through 007 Input # of 'A' Severity Crashes on Segment Input # of 'B' Severity Crashes on Segment Input # of 'C' Severity Crashes on Segment Input # of Property Damage Crashes on Segment 6 Total Segment Crashes = 8 Input Segment Length (in miles) Input Average Daily Traffic for Segment 0.5 0,00 Based on Mn/DOTOlmsted County 006 ADT Traffic Flow Map Mn/DOT Average Crash Rates* for Trunk Highway Segments Statewide Rural 4Ln Expressway District 6 Rural 4Ln Expressway Segment Crash Rate = 0.69 per million vehiclemiles 0.80 (.5)** 0.80 (.5)** Segment Severity Rate = Segment Crash Density = 5.0 crashes/mile per year Segment Crash Cost^ = $ 7,086 per mile per year * Average Crash Rates based on Mn/DOT Segment Green Sheets. ** Crash Rates shown in parentheses are the (Critical Crash Rates). ^ Note that crash costs used in the crash cost calculations are as follows: F: $560,000 A: $80,000 B: $6,000 C: $0,000 PD: $4,400 The value used for fatal crashes in crash cost is * the value of an 'A' severity crash. See HES documentation at for more information on when it may be appropriate to use full cost for a fatal crash of $,600,000.

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19 Report Version. Jan 005 Crash Type Summary RIA/TH 6 Corridor Study Crash Analysis Analysis Years: 00 [], 004 [], 005 [], 006 [], 007 [] Crash Summary: Fatal Incapacitating NonIncapacitating Possible Property Damage Total Crashes 6 9 Surface Condition Summary: Dry Wet Snow Slush Ice/Packed Snow Water (Stand, Moving) 6 Muddy Debris Oily Not Specified Other Unknown Total Crashes 9 Type of Crash Summary: with Vehicle in Transport with Trees/Shrubbery with Parked Motor Vehicle with Bridge Piers with Roadway Equipment Snowplow with Median Safety Barrier with Roadway Equipment Other with Crash Cushion with Train with Guardrail with Pedicycle with Fence (NonMedian Barrier) with Pedestrian with Culvert/Headwall with Deer with Embankment/Ditch/Curb with Other Animal Underride, Rear Underride, Side with NonFixed Object of other Type Other Type of Collision with NonFixed Object of Unknown Type with Construction Equipment with Traffic Signal with RR Crossing Device with Light Pole with Utility Pole with Sign Structure or Post with Mailboxes and/or Posts with other Poles with Hydrant with Building/Wall with Rock Outcrop with Parking Meter with Other Fixed Object with Unknown Type of Fixed Object Overturn/Rollover Submersion Fire/Explosion Jackknife Loss/Spillage NonHaz Material Loss/Spillage Hazardous Material NonCollision of Other Type NonCollison of Unknown Type Other Type of Crash Crash of Unknown Crash Type Selection Filter: ((YEAR = 00 or YEAR = 004 or YEAR = 005 or YEAR = 006 or YEAR = 007)) Analyst: SRF/J.Bednar Notes: Segment (CSAH 6 to I90) Hot Spot A /4/009 Mapping Analysis Tool.7.0 Page: of

20 Driver and Time Summary RIA/TH 6 Corridor Study Crash Analysis Report Version.0 May 007 Crash Time of Day Summary: From To SUN MON TUE WED THU FRI SAT Tot. 00:00 0:59 0:00 04:00 06:00 08:00 0:00 :00 4:00 6:00 8:00 0:00 :00 0:59 05:59 07:59 09:59 :59 :59 5:59 7:59 9:59 :59 :59 NR Total 9 00 Driver Age/Gender Summary: Age Male Female NR Drivers < to 4 5 to 9 0 to 4 5 to 9 40 to to to to to to to to to to to plus NR Drivers Driver Condition Summary: Not Specified Normal No Drugs or Drinking Under the Influence Had Been Drinking Commercial Driver Over.04 BAC Had Been Taking Drugs Aggressive Asleep Total Physical Disability Illness Other Not Applicable Unknown Total Crashes 9 00 First Harmful Event Summary: Vehs. Not Specified On The Roadway (Alley, Drive, Etc) Off the Roadway On the Shoulder Off the Roadway On the Median Off the Roadway On the Roadside Off the Roadway On the Separator Parking Lot Private Property Outside RightOfWay Other Unknown Total Vehicles 9 00 Selection Filter: ((YEAR = 00 or YEAR = 004 or YEAR = 005 or YEAR = 006 or YEAR = 007)) Analyst: SRF/J.Bednar Notes: Segment (CSAH 6 to I90) Hot Spot A /4/009 Mapping Analysis Tool.7.0 Page: of

21 Crash Case Number Listing RIA/TH 6 Corridor Study Crash Analysis Report Version.0 Feb 006 Date DOT Case # County City Crash Sev. Type of Crash 04/05/ Olmsted ROCHESTER INJURY NONINCAPACITATING INJURY OVERTURN / ROLLOVER 04// Olmsted Rural Area PROPERTY DAMAGE NO APPARENT INJURY COLLISION WITH DEER 04/0/ Olmsted ROCHESTER INJURY INCAPACITATING INJURY COLLISION WITH BRIDGE PIERS /0/ Olmsted ROCHESTER PROPERTY DAMAGE NO APPARENT INJURY COLLISION WITH DEER 0/05/ Olmsted ROCHESTER PROPERTY DAMAGE NO APPARENT INJURY 08/06/ Olmsted Rural Area PROPERTY DAMAGE NO APPARENT INJURY COLLISION WITH GUARDRAIL // Olmsted Rural Area INJURY POSSIBLE INJURY COLLISION WITH EMBANKMENT / DITCH / 0/0/ Olmsted Rural Area PROPERTY DAMAGE NO APPARENT INJURY COLLISION WITH DEER /5/ Olmsted ROCHESTER PROPERTY DAMAGE NO APPARENT INJURY Selection Filter: ((YEAR = 00 or YEAR = 004 or YEAR = 005 or YEAR = 006 or YEAR = 007)) Analyst: SRF/J.Bednar Notes: Segment (CSAH 6 to I90) Hot Spot A /4/009 Mapping Analysis Tool.7.0 Page: of

22 TH 6 I90 Interchange Area CRASH PERFORMANCE Input Analysis Period (in years) 5 Input # of Fatal Crashes on Segment 0 Crash Data from MNCMAT 00 through 007 Input # of 'A' Severity Crashes on Segment Input # of 'B' Severity Crashes on Segment 5 Input # of 'C' Severity Crashes on Segment 6 Input # of Property Damage Crashes on Segment 7 Total Segment Crashes = 9 Input Segment Length (in miles) Input Average Daily Traffic for Segment.00 6,750 Based on Mn/DOTOlmsted County 006 ADT Traffic Flow Map Mn/DOT Average Crash Rates* for Trunk Highway Segments Statewide Rural Freeway District 6 Rural Freeway Segment Crash Rate = 0.59 per million vehiclemiles 0.60 (0.79)** 0.70 (0.9)** Segment Severity Rate = Segment Crash Density = 5.80 crashes/mile per year Segment Crash Cost^ = $ 67,960 per mile per year * Average Crash Rates based on Mn/DOT Segment Green Sheets. ** Crash Rates shown in parentheses are the (Critical Crash Rates). ^ Note that crash costs used in the crash cost calculations are as follows: F: $560,000 A: $80,000 B: $6,000 C: $0,000 PD: $4,400 The value used for fatal crashes in crash cost is * the value of an 'A' severity crash. See HES documentation at for more information on when it may be appropriate to use full cost for a fatal crash of $,600,000.

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24 Report Version. Jan 005 Crash Type Summary RIA/TH 6 Corridor Study Crash Analysis Analysis Years: 00 [6], 004 [5], 005 [7], 006 [7], 007 [4] Crash Summary: Fatal Incapacitating NonIncapacitating Possible Property Damage Total Crashes Surface Condition Summary: Dry Wet Snow Slush Ice/Packed Snow Water (Stand, Moving) 0 Muddy Debris Oily Not Specified Other Unknown Total Crashes 9 Type of Crash Summary: 5 with Vehicle in Transport with Trees/Shrubbery with Parked Motor Vehicle with Bridge Piers with Roadway Equipment Snowplow with Median Safety Barrier with Roadway Equipment Other with Crash Cushion with Train with Guardrail with Pedicycle with Fence (NonMedian Barrier) with Pedestrian with Culvert/Headwall 4 with Deer with Embankment/Ditch/Curb with Other Animal with Building/Wall Underride, Rear with Rock Outcrop Underride, Side with Parking Meter with NonFixed Object of other Type with Other Fixed Object Other Type of Collision with Unknown Type of Fixed Object with NonFixed Object of Unknown Type 4 Overturn/Rollover with Construction Equipment Submersion with Traffic Signal Fire/Explosion with RR Crossing Device Jackknife with Light Pole Loss/Spillage NonHaz Material with Utility Pole Loss/Spillage Hazardous Material with Sign Structure or Post NonCollision of Other Type with Mailboxes and/or Posts NonCollison of Unknown Type with other Poles Other Type of Crash with Hydrant Crash of Unknown Crash Type Selection Filter: ((YEAR = 00 or YEAR = 004 or YEAR = 005 or YEAR = 006 or YEAR = 007)) Analyst: SRF/J.Bednar Notes: Segment (I90 to CR0) Hot Spot A /4/009 Mapping Analysis Tool.7.0 Page: of

25 Driver and Time Summary RIA/TH 6 Corridor Study Crash Analysis Report Version.0 May 007 Crash Time of Day Summary: From To SUN MON TUE WED THU FRI SAT Tot. 00:00 0:59 0:00 04:00 06:00 08:00 0:00 :00 4:00 6:00 8:00 0:00 :00 0:59 05:59 07:59 09:59 :59 :59 5:59 7:59 9:59 :59 : NR Total Driver Age/Gender Summary: Age Male Female NR Drivers < to to to to to to to to to to to to to to to plus NR Drivers Driver Condition Summary: Not Specified Normal No Drugs or Drinking Under the Influence Had Been Drinking Commercial Driver Over.04 BAC Had Been Taking Drugs Aggressive Asleep Total Physical Disability Illness Other Not Applicable Unknown Total Crashes First Harmful Event Summary: Vehs. Not Specified 7 On The Roadway (Alley, Drive, Etc) 9 66 Off the Roadway On the Shoulder Off the Roadway On the Median Off the Roadway On the Roadside Off the Roadway On the Separator Parking Lot Private Property Outside RightOfWay Other Unknown Total Vehicles 9 00 Selection Filter: ((YEAR = 00 or YEAR = 004 or YEAR = 005 or YEAR = 006 or YEAR = 007)) Analyst: SRF/J.Bednar Notes: Segment (I90 to CR0) Hot Spot A /4/009 Mapping Analysis Tool.7.0 Page: of

26 Crash Case Number Listing RIA/TH 6 Corridor Study Crash Analysis Report Version.0 Feb 006 Date DOT Case # County City Crash Sev. Type of Crash 04/0/ Olmsted Rural Area INJURY POSSIBLE INJURY 04/0/ Olmsted Rural Area PROPERTY DAMAGE NO APPARENT INJURY 04/0/ Olmsted Rural Area PROPERTY DAMAGE NO APPARENT INJURY 08/0/ Olmsted Rural Area INJURY NONINCAPACITATING INJURY 09/5/ Olmsted Rural Area INJURY NONINCAPACITATING INJURY /0/ Olmsted Rural Area PROPERTY DAMAGE NO APPARENT INJURY 0/6/ Olmsted Rural Area INJURY POSSIBLE INJURY 0/6/ Olmsted Rural Area INJURY INCAPACITATING INJURY 09/0/ Olmsted Rural Area PROPERTY DAMAGE NO APPARENT INJURY // Olmsted Rural Area INJURY NONINCAPACITATING INJURY // Olmsted Rural Area PROPERTY DAMAGE NO APPARENT INJURY 0/0/ Olmsted Rural Area INJURY POSSIBLE INJURY 04/0/ Olmsted Rural Area INJURY POSSIBLE INJURY 05/05/ Olmsted Rural Area PROPERTY DAMAGE NO APPARENT INJURY 07// Olmsted Rural Area INJURY NONINCAPACITATING INJURY 09/0/ Olmsted Rural Area INJURY POSSIBLE INJURY /0/ Olmsted Rural Area PROPERTY DAMAGE NO APPARENT INJURY /4/ Olmsted Rural Area PROPERTY DAMAGE NO APPARENT INJURY 0/9/ Olmsted Rural Area PROPERTY DAMAGE NO APPARENT INJURY 0/06/ Olmsted Rural Area PROPERTY DAMAGE NO APPARENT INJURY 04/8/ Olmsted Rural Area PROPERTY DAMAGE NO APPARENT INJURY 07/8/ Olmsted Rural Area PROPERTY DAMAGE NO APPARENT INJURY // Olmsted Rural Area PROPERTY DAMAGE NO APPARENT INJURY /4/ Olmsted Rural Area PROPERTY DAMAGE NO APPARENT INJURY /07/ Olmsted Rural Area PROPERTY DAMAGE NO APPARENT INJURY 06/5/ Olmsted Rural Area INJURY POSSIBLE INJURY 09/08/ Olmsted Rural Area INJURY NONINCAPACITATING INJURY /0/ Olmsted Rural Area PROPERTY DAMAGE NO APPARENT INJURY OVERTURN / ROLLOVER COLLISION WITH GUARDRAIL OVERTURN / ROLLOVER OVERTURN / ROLLOVER COLLISION WITH DEER OVERTURN / ROLLOVER COLLISION WITH CRASH CUSHION COLLISION WITH PARKED MOTOR VEHICLE COLLISION WITH DEER COLLISION WITH DEER COLLISION WITH SIGN STRUCTURE OR POST NONCOLLISION OF OTHER TYPE COLLISION WITH DEER COLLISION WITH MEDIAN SAFETY BARRIER /4/009 Mapping Analysis Tool.7.0 Page: of

27 Crash Case Number Listing RIA/TH 6 Corridor Study Crash Analysis Report Version.0 Feb 006 Date DOT Case # County City Crash Sev. Type of Crash /4/ Olmsted Rural Area PROPERTY DAMAGE NO APPARENT INJURY Selection Filter: ((YEAR = 00 or YEAR = 004 or YEAR = 005 or YEAR = 006 or YEAR = 007)) Analyst: SRF/J.Bednar Notes: Segment (I90 to CR0) Hot Spot A /4/009 Mapping Analysis Tool.7.0 Page: of

28 TH 6 S CURVE SEGMENT (48th Street to 60th Street) CRASH PERFORMANCE Input Analysis Period (in years) 5 Input # of Fatal Crashes on Segment Crash Data from MNCMAT 00 through 007 Input # of 'A' Severity Crashes on Segment Input # of 'B' Severity Crashes on Segment 4 Input # of 'C' Severity Crashes on Segment 9 Input # of Property Damage Crashes on Segment 7 Total Segment Crashes = Input Segment Length (in miles) Input Average Daily Traffic for Segment 0.9,50 Based on Mn/DOTOlmsted County 006 ADT Traffic Flow Map Mn/DOT Average Crash Rates* for Trunk Highway Segments Statewide Rural 4Ln Expressway District 6 Rural 4Ln Expressway Segment Crash Rate = 0.90 per million vehiclemiles 0.80 (.06)** 0.80 (.06)** Segment Severity Rate = Segment Crash Density = 7.0 crashes/mile per year Segment Crash Cost^ = $ 44,956 per mile per year * Average Crash Rates based on Mn/DOT Segment Green Sheets. ** Crash Rates shown in parentheses are the (Critical Crash Rates). ^ Note that crash costs used in the crash cost calculations are as follows: F: $560,000 A: $80,000 B: $6,000 C: $0,000 PD: $4,400 The value used for fatal crashes in crash cost is * the value of an 'A' severity crash. See HES documentation at for more information on when it may be appropriate to use full cost for a fatal crash of $,600,000.

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30 Report Version. Jan 005 Crash Type Summary RIA/TH6 Corridor Study Crash Analysis Analysis Years: 00 [9], 004 [9], 005 [6], 006 [4], 007 [5] Crash Summary: Fatal Incapacitating NonIncapacitating Possible Property Damage Total Crashes Surface Condition Summary: Dry Wet Snow Slush Ice/Packed Snow Water (Stand, Moving) Muddy Debris Oily Not Specified Other Unknown Total Crashes Type of Crash Summary: 4 with Vehicle in Transport with Trees/Shrubbery with Parked Motor Vehicle with Bridge Piers with Roadway Equipment Snowplow with Median Safety Barrier with Roadway Equipment Other with Crash Cushion with Train with Guardrail with Pedicycle with Fence (NonMedian Barrier) with Pedestrian with Culvert/Headwall 5 with Deer with Embankment/Ditch/Curb with Other Animal with Building/Wall Underride, Rear with Rock Outcrop Underride, Side with Parking Meter with NonFixed Object of other Type with Other Fixed Object Other Type of Collision with Unknown Type of Fixed Object with NonFixed Object of Unknown Type 6 Overturn/Rollover with Construction Equipment Submersion with Traffic Signal Fire/Explosion with RR Crossing Device Jackknife with Light Pole Loss/Spillage NonHaz Material with Utility Pole Loss/Spillage Hazardous Material with Sign Structure or Post with Mailboxes and/or Posts with other Poles with Hydrant NonCollision of Other Type NonCollison of Unknown Type Other Type of Crash Crash of Unknown Crash Type Selection Filter: ((YEAR = 00 or YEAR = 004 or YEAR = 005 or YEAR = 006 or YEAR = 007)) Analyst: SRF/J.Bednar Notes: Crashes Hot Spot /5/009 Mapping Analysis Tool.7.0 Page: of

31 Driver and Time Summary RIA/TH6 Corridor Study Crash Analysis Report Version.0 May 007 Crash Time of Day Summary: From To SUN MON TUE WED THU FRI SAT Tot. 00:00 0:59 0:00 04:00 06:00 08:00 0:00 :00 4:00 6:00 8:00 0:00 :00 0:59 05:59 07:59 09:59 :59 :59 5:59 7:59 9:59 :59 : NR Total Driver Age/Gender Summary: Age Male Female NR Drivers < to to to to to to to to to to to to to to to plus NR Drivers Driver Condition Summary: Not Specified Normal No Drugs or Drinking Under the Influence Had Been Drinking Commercial Driver Over.04 BAC Had Been Taking Drugs Aggressive Asleep Total Physical Disability Illness Other Not Applicable Unknown Total Crashes First Harmful Event Summary: Vehs. Not Specified On The Roadway (Alley, Drive, Etc) Off the Roadway On the Shoulder 67 9 Off the Roadway On the Median Off the Roadway On the Roadside Off the Roadway On the Separator Parking Lot Private Property Outside RightOfWay Other 4 6 Unknown Total Vehicles 00 Selection Filter: ((YEAR = 00 or YEAR = 004 or YEAR = 005 or YEAR = 006 or YEAR = 007)) Analyst: SRF/J.Bednar Notes: Crashes Hot Spot /5/009 Mapping Analysis Tool.7.0 Page: of

32 Crash Case Number Listing RIA/TH6 Corridor Study Crash Analysis Report Version.0 Feb 006 Date DOT Case # County City Crash Sev. Type of Crash 0/8/ Olmsted ROCHESTER INJURY POSSIBLE INJURY OVERTURN / ROLLOVER 0// Olmsted ROCHESTER PROPERTY DAMAGE NO APPARENT INJURY 0/4/ Olmsted ROCHESTER PROPERTY DAMAGE NO APPARENT INJURY 0/04/ Olmsted ROCHESTER PROPERTY DAMAGE NO APPARENT INJURY 04// Olmsted ROCHESTER PROPERTY DAMAGE NO APPARENT INJURY 05/0/ Olmsted ROCHESTER INJURY INCAPACITATING INJURY OVERTURN / ROLLOVER 09/6/ Olmsted ROCHESTER PROPERTY DAMAGE NO APPARENT INJURY COLLISION WITH ROADWAY /9/ Olmsted ROCHESTER INJURY POSSIBLE INJURY /9/ Olmsted ROCHESTER INJURY NONINCAPACITATING INJURY OVERTURN / ROLLOVER 0/6/ Olmsted ROCHESTER INJURY POSSIBLE INJURY COLLISION WITH UTILITY POLE 0/7/ Olmsted ROCHESTER FATAL 0// Olmsted ROCHESTER INJURY POSSIBLE INJURY OVERTURN / ROLLOVER 0// Olmsted ROCHESTER PROPERTY DAMAGE NO APPARENT INJURY OVERTURN / ROLLOVER 06/05/ Olmsted ROCHESTER INJURY NONINCAPACITATING INJURY 07/5/ Olmsted ROCHESTER PROPERTY DAMAGE NO APPARENT INJURY COLLISION WITH EMBANKMENT / DITCH / 08// Olmsted ROCHESTER INJURY POSSIBLE INJURY 0/0/ Olmsted ROCHESTER PROPERTY DAMAGE NO APPARENT INJURY COLLISION WITH DEER /07/ Olmsted ROCHESTER PROPERTY DAMAGE NO APPARENT INJURY COLLISION WITH DEER 0/05/ Olmsted ROCHESTER INJURY POSSIBLE INJURY 0/0/ Olmsted ROCHESTER INJURY NONINCAPACITATING INJURY 0/0/ Olmsted ROCHESTER INJURY NONINCAPACITATING INJURY COLLISION WITH ROCK OUTCROPS /08/ Olmsted ROCHESTER PROPERTY DAMAGE NO APPARENT INJURY COLLISION WITH GUARDRAIL /08/ Olmsted ROCHESTER PROPERTY DAMAGE NO APPARENT INJURY /08/ Olmsted ROCHESTER PROPERTY DAMAGE NO APPARENT INJURY 0/07/ Olmsted ROCHESTER FATAL OVERTURN / ROLLOVER 0/4/ Olmsted ROCHESTER PROPERTY DAMAGE NO APPARENT INJURY COLLISION WITH GUARDRAIL 08/9/ Olmsted ROCHESTER INJURY POSSIBLE INJURY COLLISION WITH PARKED MOTOR VEHICLE /0/ Olmsted ROCHESTER INJURY POSSIBLE INJURY COLLISION WITH DEER /5/009 Mapping Analysis Tool.7.0 Page: of

33 Crash Case Number Listing RIA/TH6 Corridor Study Crash Analysis Report Version.0 Feb 006 Date DOT Case # County City Crash Sev. Type of Crash 06// Olmsted ROCHESTER INJURY POSSIBLE INJURY 0/6/ Olmsted ROCHESTER PROPERTY DAMAGE NO APPARENT INJURY 0/6/ Olmsted ROCHESTER PROPERTY DAMAGE NO APPARENT INJURY // Olmsted ROCHESTER PROPERTY DAMAGE NO APPARENT INJURY /6/ Olmsted ROCHESTER PROPERTY DAMAGE NO APPARENT INJURY COLLISION WITH DEER COLLISION WITH DEER COLLISION WITH OTHER FIXED OBJECT Selection Filter: ((YEAR = 00 or YEAR = 004 or YEAR = 005 or YEAR = 006 or YEAR = 007)) Analyst: SRF/J.Bednar Notes: Crashes Hot Spot /5/009 Mapping Analysis Tool.7.0 Page: of

34 TH 6 & TH 0 INTERSECTION CRASH PERFORMANCE Input Analysis Period (in years) 5 Input # of Fatal Crashes at Intersection 0 Crash Data from MnCMAT 00 through 007 Input # of 'A' Severity Crashes at Intersection 0 Input # of 'B' Severity Crashes at Intersection Input # of 'C' Severity Crashes at Intersection Input # of Property Damage Crashes at Intersection Input Average # Vehicles Entering Intersection Daily*,650 Total Intersection Crashes = 5 Based on Mn/DOTOlmsted County 006 ADT Volume Flow Map *Average number of vehicles entering intersection can be calculated by adding ADTs for all of the intersection legs, and then dividing that by. This assumes that directional split of the roadway for the average day is 50/50. Mn/DOT Average Crash Rates* for Trunk Highway Intersections Statewide Rural Thru/Stop District 6 Rural Thru/Stop Intersection Crash Rate = Intersection Severity Rate = Intersection Crash Density = Intersection Crash Cost^ = $ 0,840 per year per million entering vehicles 0.0 (0.46)** 0.40 (0.58)** crashes per year * Average Crash Rates based on Mn/DOT Intersection Green Sheets. ** Crash Rates shown in parentheses are the (Critical Crash Rates). ^ Note that crash costs in the following calculations are as follows: F: $560,000 A: $80,000 B: $6,000 C: $0,000 PD: $4,400 The value used for fatal crashes in crash cost is * the value of an 'A' severity crash. See HES documentation at for more information on when it may be appropriate to use full cost for a fatal crash of $,600,000.

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36 Report Version. Jan 005 Crash Type Summary RIA/TH 6 Corridor Study Crash Analysis Analysis Years: 00 [], 005 [], 006 [], 007 [] Crash Summary: Fatal Incapacitating NonIncapacitating Possible Property Damage Total Crashes 5 Surface Condition Summary: Dry Wet Snow Slush Ice/Packed Snow Water (Stand, Moving) 4 Muddy Debris Oily Not Specified Other Unknown Total Crashes 5 Type of Crash Summary: with Vehicle in Transport with Trees/Shrubbery with Parked Motor Vehicle with Bridge Piers with Roadway Equipment Snowplow with Median Safety Barrier with Roadway Equipment Other with Crash Cushion with Train with Guardrail with Pedicycle with Fence (NonMedian Barrier) with Pedestrian with Culvert/Headwall with Deer with Embankment/Ditch/Curb with Other Animal Underride, Rear Underride, Side with NonFixed Object of other Type Other Type of Collision with NonFixed Object of Unknown Type with Construction Equipment with Traffic Signal with RR Crossing Device with Light Pole with Utility Pole with Sign Structure or Post with Mailboxes and/or Posts with other Poles with Hydrant with Building/Wall with Rock Outcrop with Parking Meter with Other Fixed Object with Unknown Type of Fixed Object Overturn/Rollover Submersion Fire/Explosion Jackknife Loss/Spillage NonHaz Material Loss/Spillage Hazardous Material NonCollision of Other Type NonCollison of Unknown Type Other Type of Crash Crash of Unknown Crash Type Selection Filter: ((YEAR = 00 or YEAR = 004 or YEAR = 005 or YEAR = 006 or YEAR = 007)) Analyst: SRF/J.Bednar Notes: Segment (CSAH 6 to I90) Hot Spot B /4/009 Mapping Analysis Tool.7.0 Page: of

37 Driver and Time Summary RIA/TH 6 Corridor Study Crash Analysis Report Version.0 May 007 Crash Time of Day Summary: From 00:00 0:00 04:00 06:00 08:00 0:00 :00 4:00 6:00 8:00 0:00 :00 To 0:59 0:59 05:59 07:59 09:59 :59 :59 5:59 7:59 9:59 :59 :59 NR Total SUN MON TUE WED THU FRI SAT Tot Driver Age/Gender Summary: Age Male Female NR Drivers < to 4 5 to 9 0 to 4 5 to 9 40 to to to to to to to to to to to plus NR Drivers Driver Condition Summary: Not Specified Normal No Drugs or Drinking Under the Influence Had Been Drinking Commercial Driver Over.04 BAC Had Been Taking Drugs Aggressive Asleep Total Physical Disability Illness Other Not Applicable Unknown Total Crashes 7 00 First Harmful Event Summary: Vehs. Not Specified 0 On The Roadway (Alley, Drive, Etc) 60 Off the Roadway On the Shoulder Off the Roadway On the Median Off the Roadway On the Roadside Off the Roadway On the Separator Parking Lot Private Property Outside RightOfWay Other 0 Unknown Total Vehicles 5 00 Selection Filter: ((YEAR = 00 or YEAR = 004 or YEAR = 005 or YEAR = 006 or YEAR = 007)) Analyst: SRF/J.Bednar Notes: Segment (CSAH 6 to I90) Hot Spot B /4/009 Mapping Analysis Tool.7.0 Page: of

38 Crash Case Number Listing RIA/TH 6 Corridor Study Crash Analysis Report Version.0 Feb 006 Date DOT Case # County City Crash Sev. Type of Crash 04/7/ Olmsted Rural Area PROPERTY DAMAGE NO APPARENT INJURY 0/05/ Olmsted Rural Area PROPERTY DAMAGE NO APPARENT INJURY 07/9/ Olmsted Rural Area INJURY NONINCAPACITATING INJURY 0/04/ Olmsted Rural Area PROPERTY DAMAGE NO APPARENT INJURY 0// Olmsted Rural Area INJURY POSSIBLE INJURY COLLISION WITH DEER COLLISION WITH DEER OVERTURN / ROLLOVER Selection Filter: ((YEAR = 00 or YEAR = 004 or YEAR = 005 or YEAR = 006 or YEAR = 007)) Analyst: SRF/J.Bednar Notes: Segment (CSAH 6 to I90) Hot Spot B /4/009 Mapping Analysis Tool.7.0 Page: of