PROJECT DESCRIPTION PIK-CR PID 95402

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Godwin Francis
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1 PROJECT DESCRIPTION PIK-CR PID It is proposed to rehabilitate the bridge over Sunfish Creek on CR 85 in Pike County, Ohio. The rehabilitation includes the replacement of the concrete deck, steel beams, abutments, and pier caps. The impacts to Sunfish Creek will occur from a temporary causeway needed to replace the steel beams and to repair the piers. The existing structure (SFN ) is a continuous steel beam with concrete deck and substructure. The structure has a sufficiency rating of 36.2 SD and a general appraisal rating of 4. Sunfish Creek is a perennial stream that is in the Scioto River drainage basin. Within the project area Sunfish Creek has drainage area of 133 mi². The project is located in a rural area in Newton Township of Pike County. No new right-of-way will be needed for the project. No homes or businesses will be removed by the project. Two trees that will be removed as part of the project have the habitat for the federally endangered Indiana Bat. The funding for the project is 80% Federal and 20% State. The environmental commitment date is 10/29/2013. The project is currently expected to be awarded 4/1/2014.

3 q PIK-CR ODOT District 9 Planning and Engineering Department March 2013 Base Map: USGS 7.5 Minute Topographic Quadrangle, Latham, Ohio SW / Piketon, Ohio SE ,000 2,000 Feet

4 PROJECT AREA 0 q Aerial Location Map PIK-CR ODOT District 9 Planning and Engineering Department March 2013 Base Map: Bing Maps Hybrid 500 1,000 2,000 Feet

5 PROJECT AREA 0 q Aerial Location Map PIK-CR ODOT District 9 Planning and Engineering Department March 2013 Base Map: Bing Maps Aerial Feet

6 N P:\PIK\TR\PIKTR0018_Tennyson\95402\roadway\sheets\95402GP001.dgn 3/25/2013 2:32:51 PM cm t006 LEGEND BEGIN WORK STA TAPER CURB FROM 4" TO 3" IN 3 PER SCD DM-4.1. ANCHOR ASSEMBLY, MGS TYPE A 3" WATER LT. CONSTRUCTION & R/W C.R. 85 3" WTR "CMP MGS BRIDGE TERMINAL ASSEMBLY, TYPE 1 O/H ELEC. & TELE. STA , 15.0 LT BEGIN APPROACH SLAB STA MGS BRIDGE TERMINAL ASSEMBLY, TYPE 1 EX. GUARDRAIL STA , 15.0 LT. TO BE REMOVED FLUME, TIED CONCRETE BLOCK MAT, TYPE LT END WORK STA WOVEN WIRE FENCE FLUME, TIED CONCRETE BLOCK MAT, TYPE U/G CABLE TV BEGIN PROJECT STA ELEV. = = 0.23 % NO CURVE GUARDRAIL, TYPE MGS RT % C.R. 21 BEGIN PROJECT STA S.L.M FEDERAL PROJECT NO. E130 (597) 1 R = STA MGS TYPE T STA , 15.0 RT. ANCHOR ASSEMBLY, 3" WTR. SUNFISH CREEK PAVED GUTTER, TYPE 1-4 REMOVE EXISTING PAVED GUTTER MGS BRIDGE TERMINAL ASSEMBLY, TYPE CONSTRUCTION LIMITS TO BE RELOCATED (BY OTHERS) PIK SOD STRIP EX. GUARDRAIL TO BE REMOVED CONSTRUCTION BRIDGE LIMITS = % 300 V.C. LIMITS % P.V.I. STA , ELEV. = SSD = 694, V = 67 MPH TO BE RELOCATED (BY OTHERS) END APPROACH SLAB STA STA , 15.0 RT. MGS BRIDGE TERMINAL ASSEMBLY, TYPE 1 STA END PROJECT STA S.L.M FEDERAL PROJECT NO. E130 (597) RT. GUARDRAIL, TYPE MGS % RT LT. 4 WOVEN WIRE FENCE END PROJECT STA ELEV. = = 0.22 % NO CURVE NOTE ANCHOR ASSEMBLY, MGS TYPE A ANCHOR ASSEMBLY, MGS TYPE A GUARDRAIL, TYPE MGS FOR QUANTITIES SEE SHEET XX. U/G CABLE TV CALCULATED PLA N A ND PRO FILE MGM CHECKED PIK-C.R HORIZONTAL SCALE IN FEET TWG STA TO STA

7 P:\PIK\TR\PIKTR0018_Tennyson\95402\structures\PIK085_0091C\sheets\085_0091CSP001.dgn 3/25/2013 2:32:53 PM cm t PROPOSED PROFILE GRADE ELEVATIONS EXISTING PROFILE GRADE ELEVATIONS ROCK CHANNEL PROTECTION, TYPE A, 3-0" THICK, WITH FABRIC FILTER (TYP.) END APPR. SLAB STA STA CONSTRUCTION & R/W C.R. 85 BORING B-001 B-002 B-003 B PLAN PROFILE ALONG CONSTRUCTION & R/W C.R. 85 N PROPOSED WORK B O/H ELEC. & TELE. STA TOP OF ROCK CORE "CMP BRGS., R.A. STA PAVED GUTTER, TYPE 1-4 FTG. EL (REMOVE EXISTING PAVED GUTTER) BEGIN PROJECT STA EL. = = 0.23 % NO CURVE % PROPOSED HP10X42 PILES ESTIMATED LENGTH = STA " WATER BRGS., R.A. BRGS., PIER 1 BRGS., PIER % % 300 V.C. EL. = BRGS., F.A. 60-0" 75-0" 60-0" T.O.S. = (NORM.) B SKEW (TYP.) 30-0" 1-6" TOE/TOE (TYP.) PARAPET BRGS., PIER 1 STA SUNFISH CREEK A OHWM 1 B 4 1 FTG. EL HW = VAR. HW = T.O.S. EL (NORM.) FTG. EL THE EXISTING STEEL BEAMS, REINFORCED CONCRETE SLAB, ABUTMENTS AND PIER CAPS WILL BE REMOVED AND REPLACED WITH NEW PAINTED STEEL BEAMS, NEW COMPOSITE REINFORCED CONCRETE DECK, SEMI-INTEGRAL ABUTMENTS AND PIER CAPS. NEW APPROACH SLABS AND ELASTOMERIC BEARINGS WILL BE PROVIDED. PORTIONS OF EXISTING STA STRUCTURE TO BE REMOVED LEGEND FTG. EL B-001 B-002 B-003 B C.R CONSTRUCTION LIMITS TO BE RELOCATED (BY OTHERS) B-003 BRIDGE LIMITS = P.V.I. STA " WOVEN WIRE FENCE CONSTRUCTION LIMITS B-004 BRGS., PIER 2 STA :1 2.5:1 BRGS., F.A. STA STA BEGIN APPR. SLAB STA ROCK CHANNEL PROTECTION, TYPE A, 3-0" THICK, WITH FABRIC FILTER (TYP.) 3:1 A - NORMAL WATER EL. =.0 B - FLOW LINE EL. = PROPOSED HP10X42 PILES ESTIMATED LENGTH = 35 STA OHWM - ORDINARY HIGH WATER MARK = TO BE RELOCATED (BY OTHERS) "WOVEN WIRE FENCE % END PROJECT STA EL. = = 0.22 % NO CURVE BENCHMARK DATA BM #1 STA. ELEV., OFFSET, BM #2 STA., ELEV., OFFSET, BM #3 STA., ELEV., OFFSET,, BM #4 STA., ELEV., OFFSET, FOR ADDITIONAL BENCHMARK INFORMATION, SEE ROADWAY PLAN SHEET NOTES 1. EARTHWORK LIMITS SHOWN ARE APPROXIMATE. ACTUAL SLOPES SHALL CONFORM TO PLAN CROSS SECTIONS. 2. DESIGN TRAFFIC: 2014 ADT = ADTT = ADT = ADTT = 17 DIRECTIONAL DISTRIBUTION = 0.55 LEGEND BORING LOCATION - FLUME, TIED CONCRETE BLOCK MAT, TYPE 2 - AREA TO BE EXCAVATED TO EL. HYDRAULIC DATA DRAINAGE AREA = 133 SQ. MILES Q (10) = 8430 CFS V (10) = 5.71 FT/S Q (100) = CFS V (100) = 7.16 FT/S STRUCTURE CLEARS THE 10 YEAR DESIGN HW BY 1.49 FEET. EXISTING STRUCTURE TYPE: CONTINUOUS STEEL BEAMS WITH REINFORCED CONCRETE AND REINFORCED CONCRETE SUBSTRUCTURES SPANS: 60-0", 75-0", 60-0" C/C BEARINGS ROADWAY: 32-0" F/F GUARDRAILS LOADING: CF=30(51) SKEW: 35 R.F. WEARING SURFACE: 1" ASPHALT CONCRETE APPROACH SLABS: 20 LONG STRUCTURAL FILE NUMBER: DATE BUILT: 1957 PROPOSED STRUCTURE PROPOSED WORK: NEW STEEL BEAMS, COMPOSITE CONCRETE DECK, SEMI-INTEGRAL ABUTMENTS AND REPLACE PIER CAPS SPANS: 60-0", 75-0", 60-0" C/C BEARINGS ROADWAY: 30-0" TOE/TOE PARAPET LOADING: HS20 CASE II AND ALTERNATE MILITARY SKEW: 35 R.F. WEARING SURFACE: 1" MONOLITHIC CONCRETE FUTURE WEARING SURFACE: 60 PSF APPROACH SLABS: 25-0" LONG (AS-1-81) ALIGNMENT: TANGENT CROWN: COORDINATES: LATITUDE " N LONGITUDE " W CM transportation DESIGNED DRAWN REVIEWED DATE DESIGN AGENCY PIKE COUNTY AMR AMR WHM CHECKED REVISED STRUCTURE FILE NUMBER DISCOVERY BLVD. DUBLIN, OH STK * CMTRAN.COM STA. STA. SITE PLA N BRIDGE NO. PIK-CR OVER SUNFISH CREEK PIK-C.R PID No

8 P:\PIK\TR\PIKTR0018_Tennyson\95402\structures\PIK085_0091C\sheets\085_0091CSP001.dgn 3/25/2013 2:32:53 PM cm t PROPOSED PROFILE GRADE ELEVATIONS EXISTING PROFILE GRADE ELEVATIONS ROCK CHANNEL PROTECTION, TYPE A, 3-0" THICK, WITH FABRIC FILTER (TYP.) END APPR. SLAB STA STA CONSTRUCTION & R/W C.R. 85 BORING B-001 B-002 B-003 B PLAN PROFILE ALONG CONSTRUCTION & R/W C.R. 85 N PROPOSED WORK B O/H ELEC. & TELE. STA TOP OF ROCK CORE "CMP BRGS., R.A. STA PAVED GUTTER, TYPE 1-4 FTG. EL (REMOVE EXISTING PAVED GUTTER) BEGIN PROJECT STA EL. = = 0.23 % NO CURVE % PROPOSED HP10X42 PILES ESTIMATED LENGTH = STA " WATER BRGS., R.A. BRGS., PIER 1 BRGS., PIER % % 300 V.C. EL. = BRGS., F.A. 60-0" 75-0" 60-0" T.O.S. = (NORM.) B SKEW (TYP.) 30-0" 1-6" TOE/TOE (TYP.) PARAPET BRGS., PIER 1 STA SUNFISH CREEK A OHWM 1 B 4 1 FTG. EL HW = VAR. HW = T.O.S. EL (NORM.) FTG. EL THE EXISTING STEEL BEAMS, REINFORCED CONCRETE SLAB, ABUTMENTS AND PIER CAPS WILL BE REMOVED AND REPLACED WITH NEW PAINTED STEEL BEAMS, NEW COMPOSITE REINFORCED CONCRETE DECK, SEMI-INTEGRAL ABUTMENTS AND PIER CAPS. NEW APPROACH SLABS AND ELASTOMERIC BEARINGS WILL BE PROVIDED. PORTIONS OF EXISTING STA STRUCTURE TO BE REMOVED LEGEND FTG. EL B-001 B-002 B-003 B C.R CONSTRUCTION LIMITS TO BE RELOCATED (BY OTHERS) B-003 BRIDGE LIMITS = P.V.I. STA " WOVEN WIRE FENCE CONSTRUCTION LIMITS B-004 BRGS., PIER 2 STA :1 2.5:1 BRGS., F.A. STA STA BEGIN APPR. SLAB STA ROCK CHANNEL PROTECTION, TYPE A, 3-0" THICK, WITH FABRIC FILTER (TYP.) 3:1 A - NORMAL WATER EL. =.0 B - FLOW LINE EL. = PROPOSED HP10X42 PILES ESTIMATED LENGTH = 35 STA OHWM - ORDINARY HIGH WATER MARK = TO BE RELOCATED (BY OTHERS) "WOVEN WIRE FENCE % END PROJECT STA EL. = = 0.22 % NO CURVE BENCHMARK DATA BM #1 STA. ELEV., OFFSET, BM #2 STA., ELEV., OFFSET, BM #3 STA., ELEV., OFFSET,, BM #4 STA., ELEV., OFFSET, FOR ADDITIONAL BENCHMARK INFORMATION, SEE ROADWAY PLAN SHEET NOTES 1. EARTHWORK LIMITS SHOWN ARE APPROXIMATE. ACTUAL SLOPES SHALL CONFORM TO PLAN CROSS SECTIONS. 2. DESIGN TRAFFIC: 2014 ADT = ADTT = ADT = ADTT = 17 DIRECTIONAL DISTRIBUTION = 0.55 LEGEND BORING LOCATION - FLUME, TIED CONCRETE BLOCK MAT, TYPE 2 - AREA TO BE EXCAVATED TO EL. HYDRAULIC DATA DRAINAGE AREA = 133 SQ. MILES Q (10) = 8430 CFS V (10) = 5.71 FT/S Q (100) = CFS V (100) = 7.16 FT/S STRUCTURE CLEARS THE 10 YEAR DESIGN HW BY 1.49 FEET. EXISTING STRUCTURE TYPE: CONTINUOUS STEEL BEAMS WITH REINFORCED CONCRETE AND REINFORCED CONCRETE SUBSTRUCTURES SPANS: 60-0", 75-0", 60-0" C/C BEARINGS ROADWAY: 32-0" F/F GUARDRAILS LOADING: CF=30(51) SKEW: 35 R.F. WEARING SURFACE: 1" ASPHALT CONCRETE APPROACH SLABS: 20 LONG STRUCTURAL FILE NUMBER: DATE BUILT: 1957 PROPOSED STRUCTURE PROPOSED WORK: NEW STEEL BEAMS, COMPOSITE CONCRETE DECK, SEMI-INTEGRAL ABUTMENTS AND REPLACE PIER CAPS SPANS: 60-0", 75-0", 60-0" C/C BEARINGS ROADWAY: 30-0" TOE/TOE PARAPET LOADING: HS20 CASE II AND ALTERNATE MILITARY SKEW: 35 R.F. WEARING SURFACE: 1" MONOLITHIC CONCRETE FUTURE WEARING SURFACE: 60 PSF APPROACH SLABS: 25-0" LONG (AS-1-81) ALIGNMENT: TANGENT CROWN: COORDINATES: LATITUDE " N LONGITUDE " W CM transportation DESIGNED DRAWN REVIEWED DATE DESIGN AGENCY PIKE COUNTY AMR AMR WHM CHECKED REVISED STRUCTURE FILE NUMBER DISCOVERY BLVD. DUBLIN, OH STK * CMTRAN.COM STA. STA. SITE PLA N BRIDGE NO. PIK-CR OVER SUNFISH CREEK PIK-C.R PID No