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  • Justice M Baker v. Matthew J Rivera, Amber M Egelston, City Of RomeTorts - Motor Vehicle document preview
  • Justice M Baker v. Matthew J Rivera, Amber M Egelston, City Of RomeTorts - Motor Vehicle document preview
  • Justice M Baker v. Matthew J Rivera, Amber M Egelston, City Of RomeTorts - Motor Vehicle document preview
  • Justice M Baker v. Matthew J Rivera, Amber M Egelston, City Of RomeTorts - Motor Vehicle document preview
  • Justice M Baker v. Matthew J Rivera, Amber M Egelston, City Of RomeTorts - Motor Vehicle document preview
  • Justice M Baker v. Matthew J Rivera, Amber M Egelston, City Of RomeTorts - Motor Vehicle document preview
  • Justice M Baker v. Matthew J Rivera, Amber M Egelston, City Of RomeTorts - Motor Vehicle document preview
  • Justice M Baker v. Matthew J Rivera, Amber M Egelston, City Of RomeTorts - Motor Vehicle document preview
						
                                

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FILED: ONEIDA COUNTY CLERK 01/16/2024 10:34 AM INDEX NO. EFCA2023-003225 NYSCEF DOC. NO. 12 RECEIVED NYSCEF: 01/16/2024 LIST OF STATE ROUTES IN ONEIDA COUNTY SELECT A ROUTE TO VIEW MOST RECENT TRAFFIC COUNTS FOR THAT ROUTE CLICK HERE FOR MORE INFORMATION 5 20 274 5A 26 291 5B 28 294 5S 31 315 8 46 365 12 49 365A 12B 69 412 12D 90I 790I 13 233 920V 921B Burrstone Road 921C North Genesee Street 921D Mappa Avenue 921E South Genesee Street 921F Barnes Avenue 921P John Street 921T Campion Rd, Oxford Rd & Mill St. 921W French Rd, Champlain Ave. Whitesboro St. 922A Mohawk Street 922C College Hill Road 922E River Street 926A Rt 8 & 12 Service Road FILED: ONEIDA COUNTY CLERK 01/16/2024 10:34 AM INDEX NO. EFCA2023-003225 NYSCEF DOC. NO. 12 RECEIVED NYSCEF: 01/16/2024 NEW YORK STATE DEPARTMENT OF TRANSPORTATION 2003 Traffic Volume Report for ONEIDA COUNTY Touring Section Start Description End Description Count Route Length Year AADT 5 0.27 MADISON CO LINE (MIDDLE OF B RT 365 02 16051 5 0.85 RT 365 SHERRILL W CITY LN 01 9869 5 1.69 CITY OF SHERRILL SHERRILL E CITY LN 02 9280 5 2.45 TOWN OF VERNON START 31 OLAP VERNON 02 9271 5 0.73 START 31 OLAP VERNON END 31 OLAP 00 11243 5 1.23 END 31 OLAP RT 26 03 11333 5 3.67 RT 26 CR 15A LAIRDSVILLE 00 7832 5 2.03 CR 15A LAIRDSVILLE RT 233 KIRKLAND 00 7596 5 0.85 RT 233 KIRKLAND RT 5B KIRKLAND 03 16005 5 2.62 RT 5B KIRKLAND RT 5B 03 18995 5 0.08 RT 5B RT 5A 02 24005 5 0.26 RT 5A MALL ENTRANCE ON LEFT 99 25759 5 0.67 MALL ENTRANCE ON LEFT RT 12B 00 32504 5 0.19 RT 12B START 12 OLAP 02 41064 5 0.26 START 12 OLAP WILBUR RD 99 31149 5 0.30 WILBUR RD UTICA WEST CITY LN 99 32277 5 0.09 CITY UTICA RTE 12 OVERLAP CO START 8 OLAP 99 29349 5 0.76 START 8 OLAP FRENCH ROAD (UNDER) 03 41579 5 0.97 FRENCH ROAD (UNDER) BURRSTONE RD IS OVER 99 32106 5 1.31 BURRSTONE RD IS OVER COURT ST CROSSES AT GRADE 03 35441 5 0.25 COURT ST CROSSES AT GRADE RTS 5A & 5S ARE UNDER START 00 30254 5 0.46 RTS 5A & 5S ARE UNDER START RAMPS FOR RT 5S 03 25947 5 0.41 RAMPS FOR RT 5S RAMPS TO 790I & 49 02 43990 5 0.38 RAMPS TO 790I & 49 RT 90I IS UNDER END RT 8&12 03 21906 5 0.32 RT 90I IS UNDER END RT 8&12 RT 790I EB RAMP JOINS ON RIG 03 17295 5 0.27 RT 790I EB RAMP JOINS ON RIG RAMP TO TOLL BOOTHS & N GENE 03 7726 5 0.57 RAMP TO TOLL BOOTHS & N GENE END RT 790I OLAP 03 11981 5 0.19 END RT 790I OLAP LELAND AVE JCT 01 7057 5 0.20 LELAND AVE JCT HERKIMER RD JCT 02 8374 5 1.27 HERKIMER RD JCT KEYS RD JCT 01 11082 5 0.69 KEYS RD JCT UTICA E CITY LINE HERKIMER C 99 10290 5A 0.40 RT 5 SHOPPING CENTER ENTRANCE ON 02 12984 5A 0.15 SHOPPING CENTER ENTRANCE ON SHOPPING CENTER ENTRANCE ON 02 14095 5A 0.41 SHOPPING CENTER ENTRANCE ON CR 21 CLINTON ST CROSSES 01 16506 5A 0.69 CR 21 CLINTON ST CROSSES CR 26 HENDERSON ST 99 13630 5A 1.07 CR 26 HENDERSON ST GREENMAN AVE 03 22253 5A 0.21 GREENMAN AVE RAMP TO RT 69 00 18819 5A 0.25 RAMP TO RT 69 JCT RT 69 00 10841 5A 0.17 JCT RT 69 MAIN ST YORKVILLE 01 25011 5A 0.73 MAIN ST YORKVILLE UTICA W CITY LN 03 27087 5A 1.26 CITY OF UTICA SCHUYLER ST 99 20119 5A 0.31 SCHUYLER ST RTS 5 8 12 END 5A 01 25147 5B 1.67 RT 5 KIRKLAND START 12B OLAP 02 1470 5B 0.09 START 12B OLAP END 12B OLAP 03 15185 5B 1.00 END 12B OLAP ENT / EXIT HARTFORD INSURANC 02 7786 5B 0.36 ENT / EXIT HARTFORD INSURANC RT 5 END 5B 02 8614 5S 0.56 RT 5A UTICA & RTES 790I,5,8 GENESEE ST REF RTE 921C 03 27184 5S 0.14 GENESEE ST REF RTE 921C JOHN ST REF RTE 921P 99 19374 5S 0.35 JOHN ST REF RTE 921P BROAD ST 01 18491 5S 1.45 BROAD ST CULVER AVE IS OVER W/CONN 01 18743 5S 0.59 CULVER AVE IS OVER W/CONN UTICA & HERKIMER CO LN 03 20224 8 0.58 MADISON CO LINE RT 20 BRIDGEWATER 01 4001 8 3.90 RT 20 BRIDGEWATER CR 1 BABCOCK HILL RD 02 4618 8 1.06 CR 1 BABCOCK HILL RD CR 7 CASSVILLE SUMMIT RD 02 4426 8 1.32 CR 7 CASSVILLE SUMMIT RD TOWN OF PARIS VILLAGE OF CLA 03 5183 FILED: ONEIDA COUNTY CLERK 01/16/2024 10:34 AM INDEX NO. EFCA2023-003225 NYSCEF DOC. NO. 12 RECEIVED NYSCEF: 01/16/2024 NEW YORK STATE DEPARTMENT OF TRANSPORTATION 2003 Traffic Volume Report for ONEIDA COUNTY Touring Section Start Description End Description Count Route Length Year AADT 8 1.73 TOWN OF PARIS VILLAGE OF CLA ONEIDA ST LEFT MAIN ST RT 03 5479 8 0.58 ONEIDA ST LEFT MAIN ST RT HOLMAN CITY RD 02 6637 8 0.86 HOLMAN CITY RD CR 9 SAUQUOIT 02 7348 8 1.27 CR 9 SAUQUOIT ELM ST CHADWICKS 02 10288 8 2.34 ELM ST CHADWICKS KELLOGG RD IS UNDER 02 10876 8 1.64 KELLOGG RD IS UNDER GENESEE ST IS UNDER 01 20187 8 0.59 GENESEE ST IS UNDER START 5 12 OLAPS 03 22027 8 0.76 START 5 12 OLAPS FRENCH ROAD (UNDER) 03 41579 8 0.97 FRENCH ROAD (UNDER) BURRSTONE RD IS OVER 99 32106 8 1.31 BURRSTONE RD IS OVER COURT ST CROSSES AT GRADE 03 35441 8 0.25 COURT ST CROSSES AT GRADE RT 5A & 5S ARE UNDER START R 00 30254 8 0.46 RT 5A & 5S ARE UNDER START R RT 5S RAMPS 03 25947 8 0.41 RT 5S RAMPS RAMPS TO 790I & 49 ON RIGHT 02 43990 8 0.38 RAMPS TO 790I & 49 ON RIGHT RT 90I IS UNDER END RT 790I 03 21906 8 0.27 RT 90I IS UNDER END RT 790I SERVICE RD EXIT ON RIGHT 02 17735 8 0.34 SERVICE RD EXIT ON RIGHT SERVICE RD EXIT ON RIGHT 00 16121 8 0.12 SERVICE RD EXIT ON RIGHT CITY UTICA TOWN DEERFIELD 01 16121 8 1.04 TOWN OF DEERFIELD RTE 12 OLA ACC GLASS FACTORY RD 03 14065 8 0.46 ACC GLASS FACTORY RD RAMP FROM TRENTON AVE 00 11123 8 2.51 RAMP FROM TRENTON AVE END 12 OLAP 00 13740 8 2.14 END 12 OLAP CR 92 WALKER RD 03 3529 8 4.61 CR 92 WALKER RD START 28 OLAP 02 3594 8 0.73 START 28 OLAP HERKIMER CO LN (MIDDLE OF BR 03 4801 12 3.72 MADISON CO LN RT 20 SANGERFIELD 01 3015 12 0.59 RT 20 SANGERFIELD WATERVILLE S LN 02 4564 12 0.70 WATERVILLE S LN RT 315 WATERVILLE 02 4473 12 0.75 RT 315 WATERVILLE WATERVILLE N LN 03 4669 12 2.69 WATERVILLE N LN CR 7 TO CASSVILLE 02 3258 12 2.35 CR 7 TO CASSVILLE CR 9 PARIS HILL RD 01 4363 12 2.80 CR 9 PARIS HILL RD CR 13 CHUCKERY COR 01 3610 12 3.67 CR 13 CHUCKERY COR RT 921E GENESEE ST 02 5038 12 0.16 RT 921E GENESEE ST START 5 OLAP 02 17986 12 0.26 START 5 OLAP WILBUR RD 99 31149 12 0.30 WILBUR RD UTICA W CITY LN 99 32277 12 0.09 CITY OF UTICA ROUTE 5 OVERLA START 8 OLAP 99 29349 12 0.76 START 8 OLAP FRENCH ROAD (UNDER) 03 41579 12 0.97 FRENCH ROAD (UNDER) BURRSTONE RD IS OVER 99 32106 12 1.31 BURRSTONE RD IS OVER COURT ST CROSSES AT GRADE 03 35441 12 0.25 COURT ST CROSSES AT GRADE RT 5A & 5S ARE UNDER START 7 00 30254 12 0.46 RT 5A & 5S ARE UNDER START 7 RT 5S RAMPS 03 25947 12 0.41 RT 5S RAMPS RAMPS TO 790I & 49 ON RIGHT 02 43990 12 0.38 RAMPS TO 790I & 49 ON RIGHT RT 90I IS UNDER END RT 5 & 7 03 21906 12 0.27 RT 90I IS UNDER END RT 5 & 7 SERVICE RD ON RIGHT 02 17735 12 0.34 SERVICE RD ON RIGHT SERVICE RD ON RIGHT 00 16121 12 0.12 SERVICE RD ON RIGHT CITY UTICA TOWN DEERFIELD 01 16121 12 1.04 TOWN OF DEERFIELD-ROUTE 8 OV ACC GLASS FACTORY RD 03 14065 12 0.46 ACC GLASS FACTORY RD RAMP FROM TRENTON AVE 00 11123 12 2.51 RAMP FROM TRENTON AVE END RT 8 OLAP 00 13740 12 5.60 END RT 8 OLAP CR 37 N GAGE RD 02 11463 12 0.54 CR 37 N GAGE RD START 28 OLAP 03 12854 12 0.47 START 28 OLAP RT 921D MAPPA AVE EXT 00 11425 12 1.41 RT 921D MAPPA AVE EXT ACC RT 365 00 9394 12 2.61 ACC RT 365 TN TRENTON & TN REMSEN 03 11721 12 6.94 TN TRENTON & TN REMSEN END 28 OLAP ALDER CREEK 03 8499 12 6.39 END 28 OLAP ALDER CREEK WOODGATE DRIVE 02 6128 12 3.10 WOODGATE DRIVE LEWIS CO LN 03 4852 12B 0.59 MADISON CO LN END 26 OLAP 01 3077 FILED: ONEIDA COUNTY CLERK 01/16/2024 10:34 AM INDEX NO. EFCA2023-003225 NYSCEF DOC. NO. 12 RECEIVED NYSCEF: 01/16/2024 NEW YORK STATE DEPARTMENT OF TRANSPORTATION 2003 Traffic Volume Report for ONEIDA COUNTY Touring Section Start Description End Description Count Route Length Year AADT 12B 0.35 END 26 OLAP ORISKANY FALLS N LN 02 3055 12B 3.93 ORISKANY FALLS N LN RT 315 DEANSBORO 02 3387 12B 3.01 RT 315 DEANSBORO RT 233 FRANKLIN SPRINGS 01 5822 12B 0.89 RT 233 FRANKLIN SPRINGS CR 16 POST ST 03 5597 12B 0.91 CR 16 POST ST RT 412 COLLEGE ST 03 6697 12B 0.80 RT 412 COLLEGE ST CR 15 BRIMFIELD ST 01 12605 12B 1.66 CR 15 BRIMFIELD ST START 5B OLAP 03 18873 12B 0.09 START 5B OLAP END 5B OLAP 03 15185 12B 1.93 END 5B OLAP RT 5 END 12B 03 10382 12D 0.62 RT 12 BOONVILLE RT 46 BOONVILLE 02 6743 12D 0.25 RT 46 BOONVILLE CR 65 W LEYDON AVE 03 4436 12D 1.40 CR 65 W LEYDON AVE LEWIS CO LN 01 2262 13 0.97 MADISON CO LINE (MIDDLE OF B CR 86 01 6189 13 1.37 CR 86 BRIDGE OVER CANAL 03 5866 13 1.29 BRIDGE OVER CANAL CR 80 MC CLANTHAN RD 01 6132 13 1.27 CR 80 MC CLANTHAN RD START 49 OLAP 02 5183 13 1.45 START 49 OLAP END 49 OLAP VIENNA 03 4715 13 2.59 END 49 OLAP VIENNA CR 69 MC CONNELLSVILLE 01 4956 13 4.46 CR 69 MC CONNELLSVILLE CAMDEN S LN 02 5866 13 0.80 CAMDEN S LN START 69 OLAP CAMDEN 03 7458 13 0.11 START 69 OLAP CAMDEN END 69 OLAP CAMDEN 03 9044 13 0.97 END 69 OLAP CAMDEN MILL ST CAMDEN VILLAGE LINE 01 6334 13 6.33 MILL ST CAMDEN VILLAGE LINE OSWEGO CO LN 03 2356 20 3.39 MADISON CO LINE 1ST TM RT 12 SANGERFIELD 02 3239 20 7.62 RT 12 SANGERFIELD RT 8 BRIDGEWATER 02 3242 20 0.48 RT 8 BRIDGEWATER OTSEGO CO LN 1ST TM 00 3577 20 0.56 LEAVE HERKIMER CO ENTER ONEI HERKIMER CO LN 99 3476 26 0.59 MADISON CO LINE END 12B OLAP ORISKANY FALLS 01 3077 26 3.67 END 12B OLAP ORISKANY FALLS CR 10 AUGUSTA 01 1189 26 5.52 CR 10 AUGUSTA RT 31 VERNON CTR 03 1934 26 1.39 RT 31 VERNON CTR RT 5 01 1299 26 7.09 RT 5 ROME S CITY LN 01 1845 26 1.17 CITY OF ROME START 365 OLAP 02 2883 26 0.30 START 365 OLAP S JAMES ST 01 16569 26 1.51 S JAMES ST END 365 OLAP 00 12722 26 0.41 END 365 OLAP START RTS 49 69 OLAP 00 5604 26 1.04 START RTS 49 69 OLAP END 49&69 START 46 OLAP 02 17016 26 0.08 END 49&69 START 46 OLAP E DOMINICK ST 00 19257 26 0.29 E DOMINICK ST FLOYD AVE 03 22383 26 0.22 FLOYD AVE END 46 OLAP BLOOMFIELD RD 00 15304 26 0.13 END 46 OLAP BLOOMFIELD RD N JAMES ST 01 4193 26 0.35 N JAMES ST N GEORGE ST 03 3514 26 0.16 N GEORGE ST N MADISON ST 03 4278 26 0.44 N MADISON ST N JERVIS ST 02 5695 26 0.45 N JERVIS ST W CHESTNUT ST 03 10596 26 2.81 W CHESTNUT ST ROME N CITY LN 02 9070 26 0.65 TOWN OF LEE CR 60 ELMER HILL RD 02 8794 26 1.39 CR 60 ELMER HILL RD CR 53 STOKES WESTERNVL RD 02 8731 26 7.91 CR 53 STOKES WESTERNVL RD CR 67 E AVA RD 03 2231 26 2.58 CR 67 E AVA RD LEWIS CO LN 02 2064 28 0.73 HERKIMER CO LINE 1ST TM (MID END 8 OLAP 03 4801 28 0.04 END 8 OLAP HERKIMER CO LN 2ND TM (MIDDL 01 2349 28 2.99 ONEIDA CO TOWN OF TRETON (MI START 12 OLAP 00 1828 28 0.47 START 12 OLAP RT 921D MAPPA AVE EXT 00 11425 FILED: ONEIDA COUNTY CLERK 01/16/2024 10:34 AM INDEX NO. EFCA2023-003225 NYSCEF DOC. NO. 12 RECEIVED NYSCEF: 01/16/2024 NEW YORK STATE DEPARTMENT OF TRANSPORTATION 2003 Traffic Volume Report for ONEIDA COUNTY Touring Section Start Description End Description Count Route Length Year AADT 28 1.41 RT 921D MAPPA AVE EXT ACC RT 365 00 9394 28 2.61 ACC RT 365 TOWN OF TRENTON & TOWN OF RE 03 11721 28 6.94 TOWN OF TRENTON & TOWN OF RE END 12 OLAP 03 8499 28 2.08 END 12 OLAP CR 72 FORESTPORT 02 4273 28 6.77 CR 72 FORESTPORT CR 61 WOODGATE 02 3821 28 6.76 CR 61 WOODGATE HERKIMER CO LN 3RD TM 02 3308 31 2.34 MADISON CO LINE RT 46 02 5063 31 5.13 RT 46 RT 365 02 4229 31 4.03 RT 365 START 5 OLAP 02 5683 31 0.73 START 5 OLAP END 5 OLAP 00 11243 31 0.53 END 5 OLAP N ENTRANCE VERNON DNS 03 2020 31 0.56 N ENTRANCE VERNON DNS CR 13 YOUNGS RD 03 1016 31 1.24 CR 13 YOUNGS RD RT 26 END 31 VERNON CT 01 2117 46 2.36 MADISON CO LINE (MIDDLE OF B RT 31 STATE BRIDGE 02 3843 46 6.47 RT 31 STATE BRIDGE START 49 OLAP 02 3107 46 2.50 START 49 OLAP ROME W CITY LN 00 5056 46 2.71 CITY OF ROME START 69 OLAP 01 5581 46 0.58 START 69 OLAP JCT W DOMINICK ST 00 23657 46 1.27 JCT W DOMINICK ST JCT S MADISON ST 03 21849 46 0.48 JCT S MADISON ST END 49 & 69 START 26 OLAPS 03 23912 46 0.08 END 49 & 69 START 26 OLAPS E DOMINICK ST 00 19257 46 0.29 E DOMINICK ST FLOYD AVE 03 22383 46 0.22 FLOYD AVE END 26 OLAP BLOOMFIELD ST 00 15304 46 0.28 END 26 OLAP BLOOMFIELD ST GARDEN ST 02 15264 46 0.19 GARDEN ST LINDEN AVE 00 17146 46 0.70 LINDEN AVE CHESTNUT ST 01 17772 46 0.17 CHESTNUT ST 2ND DR FROM MOHAWK ACRES 02 17932 46 0.54 2ND DR FROM MOHAWK ACRES N MADISON ST 02 13126 46 3.05 N MADISON ST ROME N CITY LN 03 13709 46 2.98 TOWN OF WESTERN CR 53 GIFFORD HILL RD 02 3921 46 1.84 CR 53 GIFFORD HILL RD RT 274 02 2648 46 2.01 RT 274 CR 76 HILLSIDE RD 01 1966 46 12.08 CR 76 HILLSIDE RD RT 294 BOONVILLE 02 1369 46 0.11 RT 294 BOONVILLE RT 12D END 46 01 6245 49 6.48 OSWEGO CO LINE CR 68A N BAY 02 2167 49 1.06 CR 68A N BAY START 13 OLAP 02 3950 49 1.45 START 13 OLAP END 13 OLAP VIENNA 03 4715 49 3.74 END 13 OLAP VIENNA ROME W CITY LN BIN 1026210 02 2553 49 2.43 CITY OF ROME ROME CITY LN 02 3032 49 0.83 TOWN OF VERONA START 46 OLAP 02 3502 49 2.50 START 46 OLAP ROME W CITY LN 00 5056 49 2.71 CITY OF ROME-ROUTE 46 OLAP C START 69 OLAP 01 5581 49 0.58 START 69 OLAP JCT W DOMINICK ST 00 23657 49 1.27 JCT W DOMINICK ST JCT S MADISON ST 03 21849 49 0.48 JCT S MADISON ST END 46 OLAP START 26 OLAPS 03 23912 49 1.04 END 46 OLAP START 26 OLAPS END 26 OLAP 02 17016 49 0.46 END 26 OLAP START 365 OLAP 00 10307 49 0.32 START 365 OLAP END 69 OLAP 03 20174 49 0.23 END 69 OLAP RT 233 IS UNDER 00 12368 49 0.89 RT 233 IS UNDER END 365 OLAP 00 14871 49 2.26 END 365 OLAP ROME E CITY LINE 03 11391 49 3.92 TOWN OF FLOYD RT 922E ACC RIVER ST 00 17234 49 2.12 RT 922E ACC RIVER ST ACC RT 291 01 17598 49 1.23 ACC RT 291 RT 922A MOHAWK ST 01 18317 49 1.72 RT 922A MOHAWK ST EDIC RD JCT LEFT CR 34 00 21017 49 0.80 EDIC RD JCT LEFT CR 34 UTICA W CITY LN 02 12397 FILED: ONEIDA COUNTY CLERK 01/16/2024 10:34 AM INDEX NO. EFCA2023-003225 NYSCEF DOC. NO. 12 RECEIVED NYSCEF: 01/16/2024 NEW YORK STATE DEPARTMENT OF TRANSPORTATION 2003 Traffic Volume Report for ONEIDA COUNTY Touring Section Start Description End Description Count Route Length Year AADT 49 0.20 CITY OF UTICA RTS 8 12 790I ARE OVER END R 02 5143 69 4.53 OSWEGO CO LINE CR 70B PENNY MIX RD 03 2206 69 1.92 CR 70B PENNY MIX RD START 13 OLAP 03 2575 69 0.11 START 13 OLAP END 13 OLAP CAMDEN 03 9044 69 0.90 END 13 OLAP CAMDEN VILLAGE OF CAMDEN 03 4456 69 5.90 VILLAGE OF CAMDEN CO RD # 70A 01 4643 69 4.38 CO RD # 70A ROME W CITY LN 02 7627 69 3.64 CITY OF ROME (LOW) & NEW URB WEST SUCCESS DR 01 10031 69 0.86 WEST SUCCESS DR START 46 49 OLAPS 01 17235 69 0.58 START 46 49 OLAPS JCT W DOMINICK ST 00 23657 69 1.27 JCT W DOMINICK ST JCT S MADISON ST 03 21849 69 0.48 JCT S MADISON ST END 46 OLAP START 26 OLAPS 03 23912 69 1.04 END 46 OLAP START 26 OLAPS END 26 OLAP 02 17016 69 0.46 END 26 OLAP START 365 OLAP 00 10307 69 0.32 START 365 OLAP END 49 365 OLAPS 03 20174 69 0.26 END 49 365 OLAPS RT 233 02 7071 69 4.39 RT 233 AIRPORT RD 01 2530 69 1.61 AIRPORT RD RT 922E JCT LEFT RIVER ST 02 4582 69 2.06 RT 922E JCT LEFT RIVER ST RT 291 03 7267 69 1.41 RT 291 RT 922A JCT LEFT (CLINTON ST 01 14770 69 0.42 RT 922A JCT LEFT (CLINTON ST RAMP TO RT 5A 03 23490 69 0.22 RAMP TO RT 5A RT 5A END 69 00 22195 90I 3.72 MADISON CO LINE INTER 33 RT 365 03 36256 90I 9.34 INTER 33 RT 365 INTER 32 RT 233 03 29806 90I 10.52 INTER 32 RT 233 INTER 31 RTS 790I & 8 & 12 03 26083 90I 1.85 INTER 31 RTS 790I & 8 & 12 UTICA CITY LINE 03 25618 233 1.21 RT 12B FRANKLIN SPRINGS & NE RT 412 03 3385 233 0.99 RT 412 CR 15A NORTON AVE 02 3523 233 0.68 CR 15A NORTON AVE BRISTOL RD 01 4843 233 0.59 BRISTOL RD RT 5 CROSSES 01 3688 233 2.64 RT 5 CROSSES CR 23 WESTMORELAND 03 10700 233 0.61 CR 23 WESTMORELAND RT 90I IS UNDER 03 10213 233 3.57 RT 90I IS UNDER ROME S CITY LN 02 6241 233 0.80 CITY ROME COLEMAN MILLS RD CR 40 02 9073 233 0.79 COLEMAN MILLS RD CR 40 RT 69 03 10999 233 0.16 RT 69 MARTIN ST TANGENT 01 8619 274 5.37 RT 365 ONEIDA CO CR 53 FULLER RD 01 538 274 5.07 CR 53 FULLER RD RT 46 END RT 274 03 506 291 0.82 RT 69 ONEIDA CO RT 49 IS UNDER 01 8717 291 0.31 RT 49 IS UNDER CR 88 RIVER RD 01 8999 291 1.40 CR 88 RIVER RD ENTRANCE TO PRISON & PSYCHIA 03 3870 291 2.15 ENTRANCE TO PRISON & PSYCHIA CR 32 BENTON RD JCT ON LEFT 03 1559 291 2.78 CR 32 BENTON RD JCT ON LEFT RT 365 END 291 01 1962 294 2.70 LEWIS CO LINE CR 67 02 1243 294 3.38 CR 67 RT 46 BOONVLLE END 294 03 2397 315 3.98 RT 12 WATERVILLE CR 9 SHANLEY RD 02 1659 315 1.29 CR 9 SHANLEY RD RT 12B END 315 02 2070 365 0.87 RT 5 ONEIDA CASTLE RT 365A 02 7900 365 2.46 RT 365A PATRICK RD TURNING STONE ENT 01 9866 365 0.74 PATRICK RD TURNING STONE ENT RT 90I IS UNDER 02 12272 365 0.72 RT 90I IS UNDER RT 31 00 16883 FILED: ONEIDA COUNTY CLERK 01/16/2024 10:34 AM INDEX NO. EFCA2023-003225 NYSCEF DOC. NO. 12 RECEIVED NYSCEF: 01/16/2024 NEW YORK STATE DEPARTMENT OF TRANSPORTATION 2003 Traffic Volume Report for ONEIDA COUNTY Touring Section Start Description End Description Count Route Length Year AADT 365 2.58 RT 31 CR 52 BLACKMAN COR RD 01 14295 365 0.91 CR 52 BLACKMAN COR RD ROME S CITY LN 03 14293 365 2.90 CITY OF ROME START 26 OLAP 02 12767 365 0.30 START 26 OLAP S JAMES ST 01 16569 365 1.51 S JAMES ST END 26 OLAP 00 12722 365 0.25 END 26 OLAP START 49 69 OLAPS 02 8301 365 0.32 START 49 69 OLAPS END 69 OLAP 03 20174 365 0.23 END 69 OLAP RT 233 IS UNDER 00 12368 365 0.89 RT 233 IS UNDER END 49 OLAP 00 14871 365 0.67 END 49 OLAP E DOMINICK ST 02 4609 365 1.18 E DOMINICK ST RAMP FROM RT 49 98 12379 365 0.75 RAMP FROM RT 49 CR 88 OLD RIVER RD 01 5720 365 0.59 CR 88 OLD RIVER RD ROME CITY LN 02 5158 365 2.55 TOWN OF FLOYD CR 58 KOENIG RD 02 5533 365 2.72 CR 58 KOENIG RD RT 291 01 5836 365 1.74 RT 291 RT 274 HOLLAND PATENT 02 5984 365 4.02 RT 274 HOLLAND PATENT MAPPA AVE BARNEVELD RT 921D 99 3772 365 0.91 MAPPA AVE BARNEVELD RT 921D RTS 12 28 01 3503 365 2.22 RTS 12 28 SPUR TO REMSEN 920V 02 3726 365 4.66 SPUR TO REMSEN 920V CR 55 FAIRCHILD RD 00 2012 365 0.91 CR 55 FAIRCHILD RD HERKIMER CO LN 02 1979 365A 0.58 MADISON CO LINE (MIDDLE OF B RT 365 END 365A 03 8014 412 0.75 RT 233 & REF RTE 922C RT 12B END 412 02 4890 790I 0.46 RTS 5 8 12 OLAP RTS 5A & 5S RT 5S RAMPS 03 25947 790I 0.41 RT 5S RAMPS RAMP TO RT 5 &49 ON RIGHT 02 43990 790I 0.38 RAMP TO RT 5 &49 ON RIGHT RT 90I IS UNDER END RT 8 & 1 03 21906 790I 0.32 RT 90I IS UNDER END RT 8 & 1 RT 790I EB RAMP JOINS ON RIG 03 17295 790I 0.27 RT 790I EB RAMP JOINS ON RIG RAMP TO TOLL BOOTHS & N GENE 03 7726 790I 0.57 RAMP TO TOLL BOOTHS & N GENE RT 5 OLAP ENDS RT 790I ENDS 03 11981 920V 2.79 RT 365 END AT RTS 12-28 03 473 921B 0.58 MAIN ST NEW YORK MILLS UTICA BUSINESS PARK DRIVEWAY 00 12482 921B 0.52 UTICA BUSINESS PARK DRIVEWAY RT 921W JCT FRENCH ROAD AND 02 13282 921B 0.06 RT 921W JCT FRENCH ROAD AND ONEIDA CO TOWN OF NEW HARTFO 01 19100 921B 0.32 CITY OF UTICA BURRSTONE RD ACCESS RAMP TO RTS 5 8 12 02 20048 921B 0.26 ACCESS RAMP TO RTS 5 8 12 ROUTES 5 8 12 ARE UNDER WITH 00 22899 921B 0.19 ROUTES 5 8 12 ARE UNDER WITH END AT BENNETT ST 99 29037 921C 0.39 RT 5S N GENESEE ST LEE ST 99 8315 921C 0.12 LEE ST WURZ AVE 02 25659 921C 0.36 WURZ AVE ENTRANCE & EXIT DOT FACILITY 02 21804 921C 0.25 ENTRANCE & EXIT DOT FACILITY 790I IS OVER 99 22488 921C 0.14 790I IS OVER AVERT AVE JCT 03 24181 921C 0.05 AVERT AVE JCT END AT HERKIMER RD JCT 00 16968 921D 0.69 RTS 12-28 ONEIDA CO VILLAGE OF BARNEVE 01 2067 921E 0.41 RT 12 S GENESEE ST VILLAGE OF NEW HARTFORD 02 13725 921E 0.43 VILLAGE OF NEW HARTFORD PARIS RD 02 12217 921E 0.09 PARIS RD ROUTE 921T CROSSES(CAMPION & 02 14393 921E 0.13 ROUTE 921T CROSSES(CAMPION & END AT UTICA CTY LN 02 18187 921F 0.82 CENTER OF BRIDGE OVER MOHAWK END AT PENN CENTRAL RR 01 775 921P 0.10 RT 5S WB JOHN ST END BROAD ST 01 6914 FILED: ONEIDA COUNTY CLERK 01/16/2024 10:34 AM INDEX NO. EFCA2023-003225 NYSCEF DOC. NO. 12 RECEIVED NYSCEF: 01/16/2024 NEW YORK STATE DEPARTMENT OF TRANSPORTATION 2003 Traffic Volume Report for ONEIDA COUNTY Touring Section Start Description End Description Count Route Length Year AADT 921T 0.27 RT 8 NEW HARTFORD ROUTE 921E CROSSES (GENESEE 01 9731 921T 0.07 ROUTE 921E CROSSES (GENESEE MILL ST OXFORD RD JCT 01 11718 921T 0.10 MILL ST OXFORD RD JCT ENT/EXT NEW HARTFORD REC CTR 01 2134 921T 0.05 ENT/EXT NEW HARTFORD REC CTR ROUTE 8 MERGES 02 1311 921W 0.14 UTICA CITY LINE FRENCH RD RAMP TO N S ARTERIAL AND GE 01 12980 921W 0.09 RAMP TO N S ARTERIAL AND GE UTICA BUSINESS PARK ENTRANCE 02 16941 921W 0.29 UTICA BUSINESS PARK ENTRANCE RT 921B CROSSES FRENCH RD EN 02 12317 921W 0.29 RT 921B CROSSES FRENCH RD EN COLLEGE ENTRANCE RIGHT HOSPI 01 16669 921W 0.86 COLLEGE ENTRANCE RIGHT HOSPI CAMPBELL AVE JUNCTION 97 11700 921W 0.25 CAMPBELL AVE JUNCTION WHITESBORO ST JCT 02 10613 921W 0.10 WHITESBORO ST JCT RT 5A JCT END RT 921W 98 12604 922A 1.59 RT 69 END AT RT 49 01 11049 922C 0.03 CR 13 COLLEGE HILL END AT RT 233 02 3664 922E 0.79 RT 69 JCT VILLAGE OF ORISKAN TOWN OF WHITESTOWN TOWN OF M 01 2898 922E 0.40 TOWN OF WHITESTOWN TOWN OF M JCT CHAMINADE RD & RT 49 RAM 02 4107 926A 0.47 SERVICE RD DEVIATES FROM RT CITY OF UTICA TOWN OF DEERFI 99 5434 926A 0.66 CITY OF UTICA TOWN OF DEERFI MERGES INTO RT 8&12 MAINLINE 02 5215 FILED: ONEIDA COUNTY CLERK 01/16/2024 10:34 AM INDEX NO. EFCA2023-003225 NYSCEF DOC. NO. 12 RECEIVED NYSCEF: 01/16/2024 INTRODUCTION AND EXPLANATION OF DATA The New York State Department of Transportation collects, summarizes, and interprets information on the volume of traffic traveling the State's highway system. Each AADT (Annual Average of Daily Traffic) entry represents the number of vehicles traveling over a designated section of highway. This report provides the latest available traffic count data for each section of the State highway system, parkways and selected toll facilities. Data from previous years is available in the printed report which can be obtained as described below. Traffic count sections are arranged in route number sequence for each county in the State. The data are shown by sections of routes. These are short portions of a route over which traffic volumes are approximately equal. Sections begin and end at points where there is an appreciable change in traffic volume, such as major intersections with other highways or at locations of major traffic-generating features. Traffic count sections may range in length from less than a tenth of a mile to more than ten miles. Following is an explanation of the traffic volume data as displayed. 1. Route Number The route numbers shown in this report consist of: Touring Routes: Highways with official Interstate, U.S., or New York State route designations. Route numbers are posted along the highway and are shown on road maps available to the public. These numbers do not imply ownership, they are placed for the aid and convenience of the traveling public. Reference Routes: State owned highways without assigned touring route numbers. For record keeping purposes, these routes are assigned a four character alpha-numeric designation. The first character is 9, the second character identifies the NYSDOT region, the third character is a numeric from 0 to 6, and the fourth character is alphabetic. Route 910B is Wolf Road in Albany (Region 1) for example. Parkways: State owned and/or operated by the Department of Transportation or other government units. The numbers used to designate parkways are similar to those used for reference routes with a 7, 8 or 9 for the third character. 2. Section Length Each traffic count section length is listed to the nearest hundredth of a mile. 3. Start Description Beginning of the count section. 4. End Description End of the count section. FILED: ONEIDA COUNTY CLERK 01/16/2024 10:34 AM INDEX NO. EFCA2023-003225 NYSCEF DOC. NO. 12 RECEIVED NYSCEF: 01/16/2024 5. Count Year Calendar year the count data was collected. 6. AADT Annual Average Daily Traffic (AADT) is the total traffic volume in both directions. Short term counts obtained from portable counters with road tube input are converted to estimated annual average daily traffic (AADT) volumes by adjusting for the vehicle mix (cars, trucks, buses, etc.), day of the week, and seasonality. Vehicle mix is estimated from several hundred vehicle classification counts taken around the state each year. Day of the week and seasonal adjustment factors are developed from data collected continuously (24 hrs/day, 365 days/yr) at approximately 100 permanent count stations. Daily volumes on highways may vary widely from the AADT. Considerably higher or lower values often result in areas of seasonal activities and when counting weekend versus weekday traffic. This data is extracted from the annual Traffic Volume Report prepared by the Traffic Monitoring Unit of the Highway Data Services Bureau, New York State Department of Transportation. Complimentary single copies of the full report are available to government agencies, libraries and education institutions. These requests should be on official letterhead and directed to the Traffic Monitoring Unit. Others may purchase the report in printed form or on a computer disk (ASCII or DBF format) for $10 by mail or in person from: Plan Sales Unit New York State Department of Transportation 50 Wolf Road Albany, New York 12232 Tel.: (518) 457-2124 Checks should be made payable to NYSDOT. Please include your Employer ID or Social Security Number on the check. Questions concerning this report should be directed to: Traffic Monitoring Unit - Highway Data Services Bureau New York State Department of Transportation POD 32 50 Wolf Road Albany, New York 12232 Tel.: (518) 457-7203