Continuing Engineering Services for Transportation and General Civil Engineering Projects Broward County, Florida
Why Atkins 2
Existing and Past Clients 3
25+ years Experienced in Civil Engineering PM of experience serving municipal government and education clients in Broward County Water and sewer; paving and grading; drainage; signing and striping David Bannett, PE, LEED AP Project Manager Dedicated, focused, driven, and passionate about serving clients well! Construction administration Roadways, parks, neighborhood improvements, traffic calming 4
Key Personnel David Bannett, PE, LEED AP Project Manager Joseph Garrity, PE, PMP Quality Assurance Manager Glenn Myers, PE Principal of the Firm Pijush Talukder, PE, PMP Drainage Design/ Permitting Lead Paul Mannix, PE Signal Design/ ITS Lead Michael Ryan, PE Construction and Engineering Inspection Lead Chris Russo, PE, PTOE Transportation Planning/ Traffic Studies Lead Martine Fils-Aime, PE Roadway Design Lead Hector Lopez, PE Structures and Bridge Design 5
Subconsultants CBE Harold Aiken, PE Civil Site Engineering and Utility Design Luis Jurado Surveying and ROW Mapping Gregory Stelmack, PE Geotechnical and Testing Services Daniel Checchia Utility coordination and Subsurface Utility Verification Steven Shaup, PE Movable Span Bridge Design and Structural Support Glenn Davis Traffic Data Collection 6
Project Management Approach Field reconnaissance Survey Geotechnical Conflict resolution Proactive Front-end document/bid specs State, federal, local relations Expedite process Permit tracking 30%, 60%, 90%, final reviews Quantities/cost estimate Scoping meeting with staff Proposal development 7
QA/QC Process Independent process Check for constructability and biddability Perform early and often Documented process Joseph Garrity, PE, PMP Quality Assurance Manager 8
Scope Identify deficiencies or potential issues along the corridor and recommend solutions to accommodate all modes of viable transportation Major Issues Minor Issues Maintenance Issues 9
Monarch Lakes Blvd Flamingo Rd N Miramar Blvd Pembroke Rd Bicycle facilities Major Issues Deficiencies or potential issues along the corridor 10
Bicycle facilities Monarch Lakes Blvd Intersection 11
Monarch Lakes Blvd Flamingo Rd Pembroke Rd N Miramar Blvd Pedestrian facilities Major Issues Deficiencies or potential issues along the corridor 12
Pedestrian facilities Pembroke Rd intersection Red Rd intersection Aventine Apartments at Miramar 13
N Vehicles Pembroke Rd Major Issues Deficiencies or potential issues along the corridor 14
Monarch Lakes Blvd Flamingo Rd N Miramar Blvd Pembroke Rd Widen bus stop pads Pavement deterioration Cross slopes issues Minor Issues Clear zone violations caused Deficiencies or potential issues along the corridor by landscaping 15
Flamingo Rd intersection Flamingo Rd Flamingo Rd Flamingo Rd Flamingo Rd 16
Flamingo Rd Pembroke Rd Flamingo Rd Damaged guardrail Cracked/damaged sidewalk Silted inlets Poor retro-reflectivity on street signs Deteriorated pavement markings Sodded areas less than 2 feet wide between Deficiencies or potential issues along the corridor sidewalk and curb and gutter 17 Maintenance Issues
N Rear end crashes 203 Flamingo Rd Pembroke Rd Crash Locations (2013-2017)
Volume AM Peak Flamingo Rd Pembroke Rd PM Peak Volume Flamingo Rd LOS Delay Pembroke Rd Traffic Analysis Operate with significant delays and low average speeds
AM Peak (7:30 8:30) NBL NB NBR SBL SB SBR EBL EB EBR WBL WB WBR Volume (2016) 425 1357 116 304 1839 188 310 586 389 320 1033 171 LOS F D D E F D F F F F F F Delay (Seconds) 81 53 38 77 77 46 103 88 90 96 75 42 Available Storage (Ft) 300 300 300 350 200 n/a 350 475 Synchro 50% Queue 251 17 175 22 185 n/a 190 0 Synchro 95% Queue 363 72 223 87 282 n/a 285 57 HCS 50% Queue 300 100 200 200 225 n/a 225 150 HCS 95% Queue 450 175 300 300 350 n/a 350 275 PM Peak (5:00 6:00) NBL NB NBR SBL SB SBR EBL EB EBR WBL WB WBR Volume (2016) 322 1241 183 348 1715 285 368 644 231 290 657 316 LOS F D D F D D F E E F E F Delay (Seconds) 84 42 35 84 42 38 84 57 58 83 65 82 Available Storage (Ft) 300 300 300 350 200 n/a 350 475 Synchro 50% Queue 185 14 199 10 210 n/a 166 184 Synchro 95% Queue 241 74 258 81 271 n/a 219 78 HCS 50% Queue 13 11 14 16 15 n/a 12 24 HCS 95% Queue 325 275 350 400 375 n/a 300 600 20
Existing Storage lengths recommended AM Peak (7:30 8:30) NBL NB NBR SBL SB SBR EBL EB EBR WBL WB WBR Volume (2016) 425 1357 116 304 1839 188 310 586 389 320 1033 171 LOS F D D E F D F F F F F F Delay (Seconds) 81 53 38 77 77 46 103 88 90 96 75 42 North to west turn lanes 300 450 50% Available Storage (Ft) 300 300 300 350 200 n/a 350 475 Synchro 50% Queue 251 17 175 22 185 n/a 190 0 Synchro 95% Queue 363 72 223 87 282 n/a 285 57 HCS 50% Queue 300 100 200 200 225 n/a 225 150 HCS 95% Queue 450 175 300 300 350 n/a 350 275 East to north turn lanes 200 375 88% PM Peak (5:00 6:00) NBL NB NBR SBL SB SBR EBL EB EBR WBL WB WBR Volume (2016) 322 1241 183 348 1715 285 368 644 231 290 657 316 LOS F D D F D D F E E F E F Delay (Seconds) 84 42 35 84 42 38 84 57 58 83 65 82 Available Storage (Ft) 300 300 300 350 200 n/a 350 475 Synchro 50% Queue 185 14 199 10 210 n/a 166 184 Synchro 95% Queue 241 74 258 81 271 n/a 219 78 HCS 50% Queue 13 11 14 16 15 n/a 12 24 HCS 95% Queue 325 275 350 400 375 n/a 300 600 West to north turn lanes 475 600 26% 21
Extend right turn lane at Flamingo/Red Road intersection Extend left turn lanes at Flamingo/Pembroke intersection Extend left turn lanes at Flamingo/Pembroke intersection N Flamingo Rd Mill and resurface/ overbuild to correct roadway cross-slope Extend right turn lane at Flamingo/Pembroke intersection Pembroke Rd Proposed Solutions Extend right turn lane at Flamingo/Pembroke intersection Roadway improvements 22
Flamingo Rd N Pedestrian actuated signal Pedestrians flashing signs Provide bike lane widths that meet current standards Green pavement marking all conflict area Provide pedestrian access across Flamingo/Red Road intersection Proposed Solutions Reconfigure signals to accommodate pedestrian movement 23
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Current Proposed Proposed Solutions Reconfigure signals to accommodate pedestrian movement 25
Flamingo Rd Reconstruct ADA complaint curb ramps Miramar Blvd Monarch Lakes Blvd Reconstruct ADA complaint curb ramps N Reconstruct ADA complaint curb ramps Reconstruct ADA complaint curb ramps Reconstruct bus landing pad Reconstruct ADA complaint curb ramps Reconstruct ADA complaint curb ramps Reconstruct bus landing pad Proposed Solutions Reconstruct curb ramps (ADA complaint) and add detectable warnings at Flamingo/Monarch lakes and Flamingo/Pembroke intersections 26
Monarch Lakes Blvd Monarch Lakes Blvd Flamingo Rd Provide a minimum 10 shared path (Greenway) along western side of canal between Pembroke Road and Monarch Lakes Boulevard Provide 6' sidewalk (sheet pile wall) along eastern side of canal between Pembroke Road and Monarch Lakes Boulevard Pembroke Rd Pembroke Rd N Alt-1 Flamingo Rd Alt-2 Proposed Solutions Alternative 1 & 2 27
Monarch Lake Blvd Minimal MOT impacts Improved pedestrian connectivity Reduced lane blockage N Flamingo Rd Miramar Blvd Reduced rear end crashes Increase pedestrian safety Increased visibility of cyclist Pembroke Rd Improved traffic movement Benefits of the Proposed Solutions
Sample Project Experience 29
State Road A1A Reconstruction Project Description: Reconstruction of State Road A1A from Flamingo Ave to Oakland Park Blvd. including roadway, buffered bike lane, sidewalk, landscape, lightning, traffic control, and signing and pavement markings. 30
American Heritage School Zone Flasher Improvements Project Description: School zone improvements for American Heritage School, within the City limits of Plantation in Broward County. 31
Why Atkins Extensive and relevant municipal experience including Complete Street projects with a long track record of successful delivery. Broad based technical abilities and attention to detail, budget, and materials. Personal local services and commitment to clients and successful project delivery. Successful past and continuing performance on similar contracts. 32
Questions? 33