Terre Haute Riverfront RehabilitationProject EngineersSlide 3Long-term Project ObjectivesProject PhasesSlide 6First Segment of TrailTrail 1-BSlide 9Second Segment of TrailTrail 2-BTippecanoe Street ConnectorSlide 13Costs (1st Segment)Costs (2nd Segment)Riverbank ExcavationRetaining Wall DesignSlide 18Slide 19Slide 20Riverfront VisionsSlide 22Slide 23Slide 24Slide 25Slide 26Slide 27Slide 28Slide 29Slide 30Slide 31Slide 32Slide 33Costs (con’t)Slide 35Slide 36Terre Haute Riverfront RehabilitationProject EngineersMatt AlexanderMatt AlexanderCharity DudleyCharity DudleyBrian KindingerBrian KindingerScott OttoScott OttoClient - Pat Martin of West Client - Pat Martin of West Central Indiana Economic Central Indiana Economic Development DistrictDevelopment DistrictLong-term Project Objectives•Turn the city back towards the river•Bring commerce back to the riverfront•Beautify the area along the river•Expand recreation throughout Terre HauteProject Phases•Phase I - Extension of National Road Heritage Trail from Fairbanks Park to ISU campus and baseball field.•Phase II - Land redevelopment for commerce/recreation along the riverfront.1-A1-A1-B1-B1-C1-C1-D1-D1-E1-EFirst Segment of Trail•Ratings from 1-5 (1 = poor and 5 = excellent)•Client decided which criteria were more importantTrail 1-B2-A2-A2-B2-BSecond Segment of Trail•Different criteria exist from first segment due to different functionality of the two trails.•Client still weighed the criteriaTrail OptionSafety (40% )River Access (25%)Utility Restrictions (20%)Environmental Concerns (15%)Total2-A 4 5 2 3 3.72-B 4 3 5 5 4.1 Fairbanks Park to ISU Baseball FieldDecision MatrixTrail 2-BTippecanoe Street Connector•Not rated against any other option but wanted to make sure it was worth suggesting to client•Same criteria used as first segment Decision MatrixTrail Option Safety (40%) Cost (30%)Street Crossings (15%)Feasability (15%) Total3-A 3 4 5 4 3.8Tippecanoe St. to 2nd Leg of TrailTippecanoe Street ConnectorCosts (1st Segment)Table H-1: Cost Analysis for Leg 1Removing narrow sidewalks and replacing with full widthSidewalk, concrete, 4 in. 1954 SY $26.69 $52,152.26 Sidewalk, concrete, remove 1255.81 SY $1.41 $1,770.69 Compacted aggregate, No. 53, Base 385.4 Ton $11.85 $4,566.99 TOTAL $58,500.00 Table H-2: Cost Analysis for Leg 1Widening existing narrow sidewalks to a full 8'Sidewalk, concrete, 4 in. 923.4 SY $26.69 $24,645.55 Expansion joint, poured asphalt 2198 LF $0.78 $1,714.44 Compacted aggregate, No. 53, Base 168.625 Ton $11.85 $1,998.21 TOTAL $28,400.00 Table H-3: Cost Analysis for Leg 1Replacing narrow sidewalks with an 8' wide asphalt pathSidewalk, concrete, remove 1255.81 SY $1.41 $1,770.69 Compacted aggregate, No. 53, Base 368.1 Ton $11.85 $4,361.99 QC/QA-HMA Surface 100.6 Ton $31.91 $3,210.15 QC/QA-HMA Intermediate 201 Ton $27.30 $5,487.30 TOTAL $14,800.00Costs (2nd Segment)Table H-4: Cost Analysis for Leg 2Constructing the path with concreteExcavation, waterway 30000 CY $14.26 $6427,800.00 Sidewalk, concrete, 4 in. 4250.7 SY $26.69 $113,451.18 Compacted aggregate, No. 53, Base 838.3 Ton $11.85 $9,933.86 TOTAL $617,000.00 Table H-5: Cost Analysis for Leg 2Constructing the path with asphaltExcavation, waterway 30000 CY $14.26 $427,800.00 Compacted aggregate, No. 53, Base 838.3 Ton $11.85 $9,933.86 QC/QA-HMA Surface 228.9 Ton $31.91 $7,304.20 QC/QA-HMA Intermediate 457.7 Ton $27.30 $12,495.21 TOTAL $523,000.00Riverbank Excavation•Added access to the river•More aesthetically pleasing•Bike trail closer to the riverWater St.El. 489.08’ Rec. TrailEl. 467.0El. 480.0100-yr Flood El. 472.510-yr Flood El. 469.5Avg. Low Water El. 449.8Retaining Wall Design•Located under each U.S. 40 bridge•Each 50 feet in length•Reinforced Concrete Gravity Retaining walls chosen•Extended toe design to provide flat surface for trail100-yr Flood El. 472.510-yr. Flood El. 469.5Trail El. 467.0Avg. Low Water El. 449.8Existing GradeReinforced ConcreteRetaining WallExisting BridgeLongitudinal Steel: 8 #7 barsVertical Steel: #5 at 12” OC15 #9 barsStandard 90 degree hook#6 Bars at12” OCRiverfront Visions•Show potential uses for the area in the future•Assume the electrical substation and the water company are the only permanent features•Rezoning from mostly industrial to commercial and/or residentialQUESTIONS? (Billagio Fountain idea/Chris Fitzgerald interest)Terre Haute Riverfront RehabilitationCosts (1st Segment)Leg 118"x24", stock signs, reflectorized 8 Ea $51.40 $411.20Sign post 80 LF $3.69 $295.20Transverse marking, crosswalk, 24 in. 203 LF $1.25 $253.75Sidewalk, concrete, 4 in. 1954 SY $26.69 $52,152.26Curb ramp 62.2 SY $43.83 $2,726.23Curb and gutter, concrete 100 LF $16.55 $1,655.00Sidewalk, concrete, remove 1255.81 SY $1.41 $1,770.69Curb, concrete, remove 115 LF $4.62 $531.30Compacted aggregate, No. 53, Base 385.4 Ton $11.85 $4,566.99TOTAL ($) $64,400.00Cost Analysis for Leg 1Removing narrow sidewalks and replacing with full widthLeg 118"x24", stock signs, reflectorized 8 Ea $51.40 $411.20Sign post 80 LF $3.69 $295.20Transverse marking, crosswalk, 24 in. 203 LF $1.25 $253.75Sidewalk, concrete, 4 in. 923.4 SY $26.69 $24,645.55Curb ramp 62.2 SY $43.83 $2,726.23Curb and gutter, concrete 100 LF $16.55 $1,655.00Sidewalk, concrete, remove 94.7 SY $1.41 $133.53Curb, concrete, remove 115 LF $4.62 $531.30Expansion joint, poured asphalt 2198 LF $0.78 $1,714.44Compacted aggregate, No. 53, Base 168.625 Ton $11.85 $1,998.21TOTAL $34,400.00Cost Analysis for Leg 1Widening existing narrow sidewalks to a full 8'Costs (con’t)Leg 118"x24", stock signs, reflectorized 8 Ea $51.40 $411.20Sign post 80 LF $3.69 $295.20Transverse marking, crosswalk, 24 in. 203 LF $1.25 $253.75Sidewalk, concrete, 4 in. 89 SY $26.69 $2,375.41Curb ramp 62.2 SY $43.83 $2,726.23Curb and gutter, concrete 100 LF $16.55 $1,655.00Sidewalk, concrete, remove 1255.81 SY $1.41 $1,770.69Curb, concrete, remove 115 LF $4.62 $531.30Compacted aggregate, No. 53, Base 368.1 Ton $11.85 $4,361.99QC/QA-HMA Surface 100.6 Ton $31.91 $3,210.15QC/QA-HMA Intermediate 201 Ton $27.30 $5,487.30TOTAL ($) $23,100.00Replacing narrow sidewalks with an 8' wide asphalt pathCost Analysis for Leg 1Costs (2nd Segment)Leg 2Clearing brush with brush saw by hand 2.71 acre $1,020 $2,764.20Cut and chip light, trees to 6" diam. 2.71 acre $2,300 $6,233.00Cut and chip medium, trees to 12" diam. 2.71 acre $3,275 $8,875.25Cut and chip heavy, trees