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4.9. SR 05-19-1997CON~ULTINGENGINEER~ 1326 Energy Park Drive St. Paul, MN 55108 612-644-4389 1-800-888-2923 Fax: 612-644-9446 CIVIL ENGINEERING ENVIRONMENTAL MUNICIPAL NNING SOLID WASTE STRUCTURAL SURVEYiN© TRAFhC TRANSPORTATION ELECTRiCAL/MECHANICAL ENGINEERING POWER DISTRIBUTION SCADA SYSTEM CONTROLS OFFICES IN: ,NNEAPOLIS PRIOR LAKE ST. PAUL WASECA ITEM 4.9. May 7, 1997 File: 230-367-80 Honorable Mayor and City Council City of Elk River 13065 Orono Parkway P.O. Box 490 Elk River, MN 55330 RE: THIRD STREET/GATES AVENUE 4-WAY STOP SIGN STUDY Dear Council Members: Per your request on April 7, 1997, an analysis was done to determine if a 4-way stop is warranted at the intersection of Gates Avenue and Third Street (see Exhibit A). There are currently stop signs for both eastbound and westbound Third Street. Traffic counts were taken from April 22 to April 24 for all approaches of the intersection. A 48-hour count was taken, with volumes recorded every 15 minutes. A summary of those counts is found in Appendix A. Accident records were also obtained and are found in Appendix B. The warrants for installation of multi-way stop signs, found in the Minnesota Manual of Uniform Traffic Control Devices, were then used to determine whether or not a recommendation should be made to install stop signs for northbound and southbound traffic on Gates Avenue. The warrants for multi-way stop signs, and the degree to which they are met at this intersection, are as follows: Where traffic signals are warranted and urgently needed, the multi-way stop is an interim measure that can be installed quickly to control traffic while arrangements are being made for the signal installation. A traffic signal is neither warranted nor urgently needed at this intersection. Therefore, this warrant is not met. An accident problem, as indicated by five or more reported accidents in a 12- month period, of a type that could be correctable by a multi-way stop installation. Such accidents include right and left turn collisions, as well as right angle collisions. One accident was reported at this intersection in 1992, two in 1993, three in 1994, two in 1995, and two in 1996. Therefore, this warrant is not met. 3. Minimum traffic volumes: a) The total vehicular volume entering the intersection from all approaches must average at least 500 vehicles per hour for any eight hours of an average day, and An Equal Opportunity Employer Honorable Mayor and City Council May 7, 1997 Page Two During the first 24-hour count, this volume warrant was met for seven hours. During the second 24-hour count, this volume was met for six hours. Since this intersection does not have a volume of 500 vehicles for at least eight hours each day, this warrant is not met. b) The combined vehicular and pedestrian volume from the minor street or highway must average at least 200 units per hour for the same eight hours, with an average delay to minor street vehicular traffic of at least 30 seconds per vehicle during the maximum hour, but Pedestrian counts were not taken. However, during the time the traffic counters were set up and taken down, very little pedestrian volume was observed. Therefore, the volumes involve only those of vehicles. During the first 24-hour count, this volume warrant was met for one hour. During the second 24-hour count, this volume warrant was met for zero hours. Since the minor street does not have a volume of 200 vehicles per hour for eight hours each day, this warrant is not met. Because the first part of this warrant was not met, a delay study was not conducted to determine if the second part of this warrant is met. b) When the 85-percentile approach speed of the major street traffic exceeds 40 miles per hour, the minimum vehicular volume warrant is 70 percent of the above requirements. The speed limit of Gates Avenue is 30 mph. Therefore, the warrant reduction does not apply. Based on the fact that none of the warrants for 4-way stop control are met at this intersection, it is our recommendation that stop signs not be added at northbound and southbound Gates Avenue at this time. Please contact us if you have any questions or would like further study completed. Sincerely, Terry J. Maurer, P.E. City Engineer Tiffany J. KOwalczyk Staff Engineer TJM/TJK:kh Attachment 367-0707.may SB ADT: 2860 vpd 3RD STOP SIGN vpd EB ADT: 1200 53' 55' 55' 55' STOP SIGN WB ADT: 625 vpd STREET NB ADT: 2710 vpd * SPEED LIMIT AT ALL APPROACHES: 50MPH 0 50 ER567-E1 3RD STREET /~ AND City GATES AVENUE Elk iver CONS~I'~C [NrJI~EP~ Appendix A Traffic Volume Summary Volume Count Report Generated by MSt3000 Version 2.01 Copyright 1990-1992 Mitron Systems Corporation Location .......... EB 3RD STREET Location Code ..... 2303674 County ............ SHERBURNE Recorder Set ...... 04/22/97 12:49 Recording Start ... 04/22/97 13:00 Recording End ..... 04/24/97 15:45 Sample Time ....... 15 Minutes Operator Number ... 200 Machine Number .... 4 Channel ........... 1 Divide By ......... 2 Summation ......... No Two-Way ........... No Tuesday 04/22/97 Channel: i Direction: W 1400 1500 1600 1700 1800 1900 2000 2100 2200 2300 2400 0100 .0200 0300 0400 0500 0600 0700 0800 0900 1000 1100 1200 1300 Totats 77 96 123 157 86 55 34 31 25 16 2 1 0 0 2 0 13 6 23 54 80 94 113 91 1179 17 19 30 37 31 14 10 12 11 2 0 0 0 0 0 0 2 1 19 17 26 35 21 16 9 7 7 7 0 0 0 0 0 0 1 3 20 21 24 54 14 13 7 8 2 3 1 1 0 0 2 0 4 1 21 39 43 31 20 12 8 4 5 4 1 O 0 0 0 0 6 1 4 9 12 18 25 19 3 11 20 30 23 28 9 22 18 17 36 19 7 12 30 29 29 25 AM Peak Hour .................... 10:45 to 11:45 (113 vehicles) AM Peak Hour Factor ............. 78.5% PM Peak Hour .................... 15:45 to 16:45 (169 vehicles) PM Peak Hour Factor ............. 78.2% Wednesday 04/23/97 Channel: I Direction: W 1400 1500 1600 1700 1800 1900 2000 2100 2200 2300 2400 0100 0200 0300 0400 0500 0600 0700 0800 0900 1000 1100 1200 1300 Totats 92 85 105 127 107 50 33 18 24 10 1 2 1 0 3 1 13 10 31 72 78 118 139 109 1229 16 18 27 35 42 21 13 6 9 2 0 0 1 0 0 0 32 24 25 27 28 12 9 4 2 1 1 2 0 0 0 0 21 24 21 31 16 5 4 4 6 2 0 0 0 0 3 1 23 19 32 34 21 12 7 4 7 5 0 0 0 0 0 0 0 3 4 13 25 26 40 33 1 2 8 19 15 22 35 23 8 2 9 14 22 31 31 30 4 3 10 26 16 39 33 23 AM Peak Hour .................... 10:30 to 11:30 (145 vehicles) AM Peak Hour Factor ............. 90.6% PM Peak Hour .................... 16:30 to 17:30 (135 vehicles) PM Peak Hour Factor ............. 80.4% Volume Report, 'EB 3RD STREET' paqe ~. Thursday 04/24/97 Channel: I Direction: W 1400 1500 1600 1700 1800 1900 2000 2100 2200 2300 2400 0100 0200 0300 0400 0500 0600 0700 0800 0900 1000 1100 1200 1300 Totats 70 39 0 109 11 27 0 17 11 0 12 1 0 30 0 AM Peak Hour .................... Unavailable AM Peak Hour Factor ............. Unavailable PM Peak Hour .................... 13:15 to 14:15 (86 vehicles) PM Peak Hour Factor ............. 71.7% Volume Count Report , Generated by I~$C3000 Version 2.01 Copyright 1990-1992 Hitron Systems Corporation Location .......... WB 3RD STREET Location Code ..... 2303672 County ............ SHERBURNE Recorder Set ...... 04/22/97 12:14 Recording Start ... 04/22/97 13:00 Recording End ..... 04/24/97 15:30 Sample Time ....... 15 Minutes Operator Number ... 200 Machine Number .... 3 Channel ........... 1 Divide By ......... 2 Summation ......... No Two-Way ........... No Tuesday 04/22/97 Channel: i Direction: E 1400 1500 1600 1700 1800 1900 2000 2100 2200 2300 2400 0100 0200 0300 0400 0500 0600 0700 0800 0900 1000 1100 1200 1300 Totals 48 65 73 60 47 23 41 23 12 10 8 0 0 0 1 0 11 11 36 27 41 41 53 50 681 13 20 11 17 14 16 7 11 13 12 11 22 11 13 14 8 16 40 17 7 8 9 13 6 9 6 5 16 0 4 7 4 3 0 2 0 0 0 0 0 5 4 2 0 0 0 0 0 0 5 0 0 0 0 0 0 4 1 4 0 0 0 1 0 2 2 8 1 10 4 12 5 3 3 9 7 4 12 8 14 2 3 13 8 9 10 22 16 4 3 6 11 18 15 11 15 AM Peak Hour .................... 10:45 to 11:45 (57 vehicles) AM Peak Hour Factor ............. 64.8% PM Peak Hour .................... 15:45 to 16:45 (83 vehicles) PM Peak Hour Factor ............. 51.9% Wednesday 04/23/97 Channel: I Direction: E 1400 1500 1600 1700 1800 1900 2000 2100 2200 2300 2400 0100 0200 0300 0400 0500 0600 0700 0800 0900 1000 1100 1200 1300 Tota[$ 49 56 42 50 34 19 15 17 16 9 2 1 3 0 1 0 9 17 41 27 31 44 39 47 569 5 14 16 8 10 6 5 6 3 4 0 0 2 0 0 0 0 5 5 18 9 8 13 14 5 6 3 3 1 0 1 0 0 1 0 0 3 5 12 19 10 15 5 0 3 7 4 4 2 0 0 0 0 0 9 4 21 14 14 8 14 5 8 1 1 6 0 0 0 1 0 0 0 0 5 10 1 13 14 11 16 5 4 8 9 11 12 4 11 7 14 9 10 11 12 6 AM Peak Hour .................... 10:00 to 11:00 (44 vehicles) AM Peak Hour Factor ............. 78.6% PM Peak Hour .................... 13:15 to 14:15 (58 vehicles) PM Peak Hour Factor ............. 80.6% Volume Report, 'WB 3RD STREET' paqe 2 Thursday 04/24/97 Channel: i Direction: E 1400 1500 1600 1700 1800 1900 2000 2100 2200 2300 2400 0100 0200 0300 0400 0500 0600 0700 0800 0900 1000 1100 1200 1300 Totats 46 14 0 60 10 1:~ 0 11 1 0 13 0 12 0 AM Peak Hour .................... Unavailable AM Peak Hour Factor ............. Unavailable PM Peak Hour .................... 13:15 to 14:15 PM Peak Hour Factor ............. 94.2% (49 vehicles) Volume Count Report Generated by HSC3000 Version 2.01 Copyright 1990-1992 Mitron Systems Corporation Location .......... SB GATES AVENUE Location Code ..... 2303673 County ............ SHERBURNE Recorder Set ...... 04/22/97 12:27 Recording Start ... 04/22/97 13:00 Recording End ..... 04/24/97 15:45 Sample Time ....... 15 Minutes Operator Number ... 200 Machine Number .... 2 Channel ........... 1 Divide By ......... 2 Summation ......... No Two-Way ........... No Tuesday 04/22/97 Channel: I Direction: S 1400 1500 1600 1700 1800 1900 2000 2100 2200 2300 2400 0100 0200 0300 0400 0500 0600 0700 0800 0900 1000 1100 1200 1300 Totats 199 207 243 247 222 225 192 142 84 26 23 58 51 61 80 62 54 57 46 27 13 7 47 45 64 56 68 79 64 44 28 7 6 47 50 56 55 47 50 43 27 16 4 8 47 61 62 56 45 42 28 25 13 2 2 3 5 3 1 0 1 0 2 0 1 3 2 10 21 52 123 85 164 154 183 217 2832 0 1 0 0 0 1 1 0 6 2 1 3 2 7 23 19 43 34 39 63 7 11 28 26 41 52 54 47 6 14 30 18 43 27 37 47 6 20 42 22 37 41 53 60 AM Peak Hour .................... 11:00 to 12:00 (183 vehicles) AM Peak Hour Factor ............. 84.7% PM Peak Hour .................... 15:15 to 16:15 (262 vehicles) PM Peak Hour Factor ............. 81.9% Wednesday 04/23/97 Channel: 1 Direction: S 1400 1500 1600 1700 1800 1900 2000 2100 2200 2300 2400 0100 0200 0300 0400 0500 0600 0700 0800 0900 1000 1100 1200 1300 Totats i'93 240 227 243 190 204 195 145 92 39 15 6 3 5 2 9 18 54 126 155 163 165 170 227 2886 51 42 51 72 50 68 69 37 31 15 6 3 1 1 2 0 49 54 58 44 50 45 57 39 25 6 6 1 0 2 0 1 37 59 60 61 36 44 38 47 22 9 1 0 0 2 0 1 56 85 58 66 54 47 31 22 14 9 2 2 2 0 0 7 4 7 15 33 33 42 43 69 3 16 33 28 43 44 52 52 7 12 36 46 39 41 31 58 4 19 42 48 48 38 44 48 AM Peak Hour .................... 09:45 to 10:45 (175 vehicles) AM Peak Hour Factor ............. 91.1% PM Peak Hour .................... 14:45 to 15:45 (254 vehicles) PM Peak Hour Factor ............. 74.7% Volume Report, 'SB GATES AVENUE' paqe 2 Thursday 04/24/97 Channel: I Direction: S 1400 1500 1600 1700 1800 1900 2000 2100 2200 2300 2400 0100 0200 0300 0400 0500. 0600 0700 0800 0900 1000 1100 1200 1300 ?otats 197 58 0 52 49 0 49 8 0 40 1 0 56 0 AM Peak Hour .................... Unavailable AM Peak Hour Factor ............. Unavailable PM Peak Hour .................... 13:00 to 14:00 PM Peak Hour Factor ............. 87.9% 255 (197 vehicles) Volume Count Report Generated by MSC3000 Version 2.01 Copyright 1990-1992 Mitron Systems Corporation Location .......... NB GATES AVENUE Location Code ..... 2303671 County ............ SHERBURNE Recorder Set ...... 04/22/97 11:39 Recording Start ... 04/22/97 12:00 Recording End ..... 04/24/97 15:45 Sample Time ....... 15 Minutes Operator Number ... 200 Machine Number .... 5 Channel ........... 1 Divide By ......... 2 Summation ......... No Two-Way ........... No Tuesday 04/22/97 Channel: I Direction: N 1300 1400 1500 1600 1700 1800 1900 2000 2100 2200 2300 2400 0100 0200 0300 0400 0500 0600 0700 0800 0900 1000 1100 1200 Totats 182 160 180 245 312 288 214 179 106 55 22 16 2 5 4 5 1 22 40 120 111 132 132 160 2693 48 33 48 41 85 79 73 44 28 17 4 3 1 1 0 1 0 47 48 42 58 74 83 49 51 34 13 8 2 I 0 1 1 1 43 39 48 72 69 63 43 38 22 19 5 6 0 3 1 3 0 44 40 42 74 84 63 49 46 22 6 5 5 0 1 2 0 0 2 8 13 24 30 34 30 5 13 28 26 38 38 30 8 10 31 31 30 35, 48 7 9 48 30 34 25 52 AM Peak Hour .................... 1t:00 to 12:00 (160 vehicles) AM Peak Hour Factor ............. 76.9% PM Peak Hour .................... 16:30 to 17:30 (315 vehicles) PM Peak Hour Factor ............. 93.8% Wednesday 04/23/97 Channel: I Direction: N 1300 1400 1500 1600 1700 1800 1900 2000 2100 2200 2300 2400 0100 0200 0300 0400 0500 0600 0700 0800 0900 1000 1100 1200 Totals 175 146 197 221 278 308 200 149 105 62 33 13 5 2 1 1 3 11 51 121 131 150 154 205 2722 48 40 46 62 69 70 54 39 31 14 8 5 4 1 0 0 2 39 35 41 37 65 83 57 47 26 18 9 3 1 0 0 1 0 43 39 52 58 69 67 37 28 22 12 6 3 0 0 1 0 0 45 32 58 64 75 88 52 35 26 18 10 2 0 1 0 0 1 2 12 21 34 36 29 38. 2 9 31 29 31 42 39 2 13 34 31 32 36 59 5 17 35 37 51 47 69 AM Peak Hour .................... 11:00 to 12:00 (205 vehicles) AM Peak Hour Factor ............. 74.3% PM Peak Hour .................... 17:00 to 18:00 (308 vehicles) PM Peak Hour Factor ............. 87.5% Volume Report, 'NB GATES AVENUE' paqe :2 Thursday 04/24/97 Channel: i Direction: N 1300 1400 1500 1600 1700 1800 1900 2000 2100 2200 2300 2400 0100 0200 0300 0400 0500 0600 0700 0800 0900 1000 1100 1200 Totats 229 165 88 0 482 56 48 47 0 73 45 40 0 59 36 1 0 41 36 0 AM Peak Hour .................... Unavailable AM Peak Hour Factor ............. Unavailable PM Peak Hour .................... 12:00 to 13:00 (229 vehicles) PM Peak Hour Factor ............. 78.4% Appendix B Accident Summary LOCAL ROADS LOG POINT LISTING MSAS ROUTE SYSTEH - ROUTE 11~50124 MAY 1,1997 PAGE I ROUTE REF-POINT NUMBER (MILES) CNTY CITY FEATURES #~# TOWNSHIP 000 - ### ### STREET NAME - OATES.-AVE..NW: ### ~#################~##########~##~#~######~##### MSAS 124 000+00.000 71 1145 MAIN ST MSAS-113 X-iNG, GATES AVE NW #1M-50 BHD MSAS 124 000+00.155 71 1145 4TH ST NW #3 LT M-33 ###############~#####~###########~############# ### STREET NAME - FREEPORT AVE NW ### MSAS 12q 000+00.295 71 1145 5TH ST NW #5 LT M-69 MSAS 124 000+00.397 71 1145 GATES AVE NW #2 LT M-335 MSAS 124 000+00.4~5 71 1145 JEFFERSON LA LT M-31~ MSAS 124 000+00.517 71 1145 LINCOLN CIR LT M-317 MSAS 124 000+00.~75 71 1145 SCHOOL ST NW MSAS-107 X-lNG L~CAL ROADS LOG POINT LISTING MSAS ROUTE SYSTEM - ROUTE 11450127 MAY 1,1997 PAGE 2 ROUTE REF-POINT NUMBER (MILES) CNTY CITY FEATURES **# TONNSHIP 000 - *** STREET NAHE - 3RD~ST~NN'-f MSAS 127 000+00.000 71 1145 IRVING ST NN HSAS-108 X-lNG MSAS 127 000+00.080 71 1!45 HOLT AVE NN #1LT H-48 PAGE 3 LuCAL ROADS LOG POINT LISTING MAY 1,1997 MUN ROUTE SYSTEM - ROUTE 11~50037 ROUTE REF-POINT NUMBER (HILES) CNTY CITY FEATURES ### TOWNSHIP 000 - *## STREET NAME -~3RD£ST,#I HUN 37 000+00.150 71 11~5 EVANS AVE NW X-lNG M-5~ ACCIDENT LISTING BY REFERENCE POIN1 HAY 1,1997 HSAS ROUTE SYSTEH - ROUTE 11450124 - BEGINNING AT 000+00.065 - ENDING AT 000+00.080 I E R ND C REFERENCE L E V I N T~/NP ROUTE POINT E L E S T OR NUHBER (HILES) M Y S T Y CITY DATE PAGE 10 HN/DOT MRIS AA-1 L T # J I T O I S V U M Y I M E E N I P A E V H C T E O L F L ~/ D V D 0 I E S W C E T I C 0 T G A U 0 H S Y R B C H T R R A G P T 1 J D T H F K R N E N A F F P C C C C T T T 0 I R R N ACCIDENT N I 2 D NUMBER MSAS 124 000+00.070 MSAS 124 000+00.070 MSAS 124 000+00.070 MSAS 124 000+00.070 MSAS 124 000+00.075 MSAS 124 000+00.075 MSAS 124 000+00.075 I 3 71 1145 2/20/92V18 C 2 02 30 01 03 01 O0 04 04 02 01 01 01 06 01 NE 06 01 99 01 920510071 01S 01 O0 99 01 I $ 71 1145 5/05/9~)08 N 2 02 30 02 03 01 O0 04 01 01 01 01 01 06 01 W 06 01 09 01 941230156 01N 11 O0 O0 01 I 3 71 1145 10/16/9~4J~9 C 2 02 30 01 01 01 O0 O0 01 01 01 01 01 06 01 S 11 O0 99 01 952890076 01S 01 13 90 01 I 3 71 1145 $/04/96~16 C 2 02 30 01 05 01 O0 04 01 01 03 01 02 06 01 S 01 O0 99 01 960640005 01W 08 01 99 01 I 3 71 1145 12/17/93~14 N 2 02 30 02 05 01 O0 04 01 04 02 01 01 06 02 N~ 01 01 33 01 933510046 01S 01 O0 99 01 I 3 71 1145 5/31/95~7 N 2 02 30 01 05 01 O0 O0 01 01 01 01 01 06 03 N 06 01 99 01 951510172 01S 01 O0 99 01 I 3 71 1145 1/09/96/~1 N 2 03 30 01 05 01 O0 04 01 01 01 01 01 06 01 ~ 06 01 99 01 960090042 01N 01 O0 99 01 SEVERITY SUMMARY FOR +ROUTES: ROUTE-SYS-&-NUM=O511450124,START-REF=O.O65,END-REF=O.080 INCAPACITATING NON-INCAPACITATING POSSIBLE SUBTOTAL FATAL INJURY _ INJURY INJURY INJURY PROPERTY DAHAGE ACCIDENTS ACCIDENTS ACCIDENTS ACCIDENTS ACCIDENTS ACCIDENTS 0 0 0 3 3 4 TOTAL ACCIDENTS 7 PAGE 11 ACCIDENT LISTING BY REFERENCE POINT MAY 1,1997 MSAS ROUTE SYSTEM - ROUTE 11450127 - BEGINNING AT 000+00.155 - ENDING AT 000+00.165 I E RND C REFERENCE L E V I N T~/NP ROUTE POINT E L E S T OR NUHBER (MILES) H Y S T Y CITY MN/DOT MRIS AA-1 DATE L T # d I T D I S V U Iq Y I lq E E N I P A E V H C T E G L F L ~/ D V D O I E S ~,/ C E T I C O T O A U O H S Y R B C H T R R A G P T 1 J D T H F K R N E N A F F P C C C C T T T 0 I R R N ACCIDENT N I 2 D NUlqBER HSAS 127 000+00.160 HSAS 127 000+00.160 HSAS 127 000+00.160 I 3 71 1145 9/30/93 11 B 2 02 30 01 03 01 O0 04 01 01 01 01 01 06 01 NV 06 99 99 01 932730120 01E 06 99 99 99 1 3 71 1145 1/08/94 11 N 2 02 30 01 90 01 O0 O0 01 02 04 01 01 06 90 S 05 09 46 01 940080023 01S 05 09 99 01 1 3 71 1145 8/12/94 18 C 2 03 30 01 09 01 O0 O0 01 01 01 01 01 06 03 W 01 O0 99 01 942240139 01E 05 09 33 01 SEVERITY SUMMARY FOR +ROUTES: ROUTE-SYS-&-NUM:O511~50127,START-REF=O.155,END-REF=0.165 INCAPACITATING NON-INCAPACITATING POSSIBLE SUBTOTAL FATAL INJURY INJURY INJURY INJURY PROPERTY DAlqAOE ACCIDENTS ACCIDENTS ACCIDENTS ACCIDENTS ACCIDENTS ACCIDENTS 0 0 I 1 2 1 TOTAL ACCIDENTS 3 PAGE 12 ACCIDENT LISTING BY REFERENCE POINT HAY 1,1997 NUN ROUTE SYSTEH - ROUTE 11~50037 - BEGINNING AT 000+00.000 - ENDING AT 000+00.005 I E RND C REFERENCE L E V I N TNNP ROUTE POINT E L E S T OR NUHBER (MILES) H Y S T Y CITY DATE MN/DOT HRIS AA-1 L T # d I T D I S V U H Y I HE E N I P A E V H C T E G L F L W D V D 0 I E S W C E T I C 0 T G A U 0 H S Y R B C H T R R A G P T 1 J D T H F K R N E N A F F P C C C C T T T 0 I R R N ACCIDENT N I 2 D NUMBER ##*#* A2-008-7 - NO DATA SELECTED FOR INDIVIDUAL SUMMARY: ROUTE-SYS-&-NUM=1011~50037,START-REF=O.OOO,END-REF=O.005 SEVERITY SUMMARY FOR +ROUTES: ROUTE-SYS-&-NUH=1011hSOO$7,START-REF=O.OOO,END-REF=O.O05 INCAPACITATING NON-INCAPACITATING POSSIBLE SUBTOTAL FATAL INJURY INJURY INJURY INJURY PROPERTY DAHAGE ACCIDENTS ACCIDENTS ACCIDENTS ACCIDENTS ACCIDENTS ACCIDENTS 0 0 0 0 0 0 TOTAL ACCIDENTS 0