Lighting Design Analysis Report (415152)

LIGHTING DESIGN ANALYSIS REPORT
SR-93/I-75 from North of Miramar Parkway to

North of SR-820/Pines Blvd
Broward County, Florida
Financial Project ID: 415152-1-52-01
FDOT Project Manager: Vanita Saini, P.E.
Prepared for:
Florida Department of Transportation

District 4
Prepared by:
Bolton Perez & Associates, Inc.

7280 West Palmetto Park Road, Suite 302-N, Boca Raton, FL 33433
T: 561.717.6496, www.bpaengineers.com
May 2020
FPID: 415152-1-52-01
SR-93/I-75 FROM NORTH OF MIRAMAR PARKWAY TO NORTH OF SR-820/PINES BLVD
Table of Contents
Overview 4
Design Criteria 5
Photometric Analysis 6
Calculation Summary 6
Roadway Lighting Analysis 6
I-75 Mainline Segments 6
I-75 Express Segments 6
I-75 Ramp Segments 6
Pines Blvd Segments 7
Pines Blvd Ramp Segments/Park & Ride Access 7
Intersection Lighting Analysis 7

I-75 Southbound Ramp Terminal at Pines Blvd 7
I-75 Northbound Ramp Terminal at Pines Blvd (Lower Level) 7
I-75 Northbound Ramp Terminal at Pines Blvd (Upper Level) 7
Luminaire Location Summary 8

I-75 Segment 1 & Ramp MPC1 8
I-75 Segment 2 & Pines Blvd Ramps 9
I-75 Segment 3 & Ramp SSB1 10
Pines Blvd 11
Pines Blvd Upper Level & Ramp C-3 12
Park & Ride Access Ramps 13

FPID: 415152-1-52-01
Table of Contents
Lighting Plans 14
I-75 14
Pines Blvd 28
Ramps 39
Park & Ride Access 47
Luminaire Specifications 48
Conventional Roadway Lighting48
American Electric Lighting - Autobahn Series ATB2 48
Underdeck Lighting 52
Visionaire Lighting – BOW SX-II Wall Mount 52
Visionaire Lighting – V Sconce-II Wall Mount 61
This item has been digitally signed and sealed by Jessica Nicole Smith, P.E. on the date adjacent to the seal.
Printed copies of this document are not considered signed and sealed and the signature must be verified on any
electronic copies.
Date: May 7, 2020

State of Florida,
Professional Engineer, License No.: 85393
Firm Name: Bolton Perez & Associates, Inc.
Firm Address: 7280 W. Palmetto Park Road, Suite 302-N
City, State, Zip Code: Boca Raton, FL 33433
Page(s): 1-64
FPID: 415152-1-52-01
Overview
The scope of this project consists of reconstructing SR-93/I-75 Interchange at SR-820/Pines Blvd from
north of Miramar Parkway to north of Pines Blvd to an urbanized version. Pines Blvd will be
reconstructed from east of SW 149th Avenue to west of NW 142nd Avenue; grade separating the
eastbound and westbound movements. The Pines Blvd overpass bridge over SR-93/I-75 will be
reconstructed and separated into two (2) bridges (B1 and B2). Two additional overpass bridges will be
constructed at the I-75 northbound ramp terminal/Park and Ride intersection (B3 and B4). SR-93/I-75
mainline will be widened in both directions to construct auxiliary lanes between Miramar Parkway to
Pines Blvd and Pines Blvd to Sheridan Street. Park & Ride lot will be constructed in the southeast
quadrant of SR-93/I-75 and Pines Blvd Interchange.
Lighting analysis was performed for the project limits along I-75 and Pines Blvd. The I-75 analysis was
separated into three (3) segments and analyzed in each direction of travel. Existing high mast light
poles within the project limits are to be removed with this project, so lighting analysis was also
performed for the I-75 Express Lanes as illuminance levels will be impacted by this work. Separate
analyses were performed for the proposed Pines Blvd Interchange Ramps, as well as the I-75 entrance
ramp from Miramar Parkway (MPC1) and the I-75 exit ramp to Sheridan Street (SSB1).
Similarly, the Pines Blvd analysis was separated into three (3) segments and analyzed in each direction
of travel. The I-75 ramp terminals were analyzed as three (3) signalized intersections: I-75 southbound
ramp terminal, I-75 northbound ramp terminal (lower level) and I-75 northbound ramp terminal (upper
level).
FPID: 415152-1-52-01
Design Criteria
The criteria used for lighting design analysis at the intersections are described in the 2019 Florida
Design Manual (FDM) Section 231.2. The illuminance values used along the roadway segments were
obtained from FDM Table 231.2.1 (Conventional Roadway Lighting – Major Arterials) and are shown
below:
Average Horizontal Illuminance: 1.5 foot-candles
Average/Minimum Uniformity Ratio: 4:1 or less
Maximum/Minimum Uniformity Ratio: 10:1 or less
Veiling Luminance Ratio (LV): 0.3:1 or less
The criteria used for intersection lighting design were obtained from FDM Table 231.2.1 (Signalized
Intersection Lighting –New Construction) and are shown below:
Average Horizontal Illuminance: 3.0 foot-candles
Average Vertical Illuminance: 2.3 foot-candles
Average/Minimum Uniformity Ratio: 4:1 or less
Maximum/Minimum Uniformity Ratio: 10:1 or less
Vertical illuminance calculations for crosswalk movements used design speeds and stopping sight
distances (S.S.D.) determined from the roadway typical sections, FDM Table 210.11.1 and engineering
judgement.

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LIGHTING DESIGN ANALYSIS REPORT

SR-93/I-75 from North of Miramar Parkway to

Financial Project ID: 415152-1-52-01

FDOT Project Manager: Vanita Saini, P.E.

Florida Department of Transportation

Bolton Perez & Associates, Inc.

I-75 Express Segments 6

I-75 Ramp Segments 6

Pines Blvd Segments 7

Pines Blvd Ramp Segments/Park & Ride Access 7

Intersection Lighting Analysis 7

I-75 Northbound Ramp Terminal at Pines Blvd (Lower Level) 7

I-75 Northbound Ramp Terminal at Pines Blvd (Upper Level) 7

Luminaire Location Summary 8

I-75 Segment 2 & Pines Blvd Ramps 9

I-75 Segment 3 & Ramp SSB1 10

Pines Blvd Upper Level & Ramp C-3 12

Park & Ride Access Ramps 13

Park & Ride Access 47

Visionaire Lighting – V Sconce-II Wall Mount 61

Date: May 7, 2020

Average Horizontal Illuminance: 1.5 foot-candles

Average/Minimum Uniformity Ratio: 4:1 or less

Maximum/Minimum Uniformity Ratio: 10:1 or less

Veiling Luminance Ratio (LV): 0.3:1 or less

Average Horizontal Illuminance: 3.0 foot-candles

Average Vertical Illuminance: 2.3 foot-candles

Average/Minimum Uniformity Ratio: 4:1 or less

Maximum/Minimum Uniformity Ratio: 10:1 or less

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