24-8265_Exhibit_L-3_-_LDAR_Signed.pdf
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- Attached to
- 16th Street NE Bridge Project (LAP) GRANT FUNDED
- Solicitation number
- 24-8265
- Issued by
- Collier County, Florida
About this file
This is a Lighting Design Analysis Report (LDAR) prepared by Kisinger Campo & Associates for the Florida Department of Transportation (FDOT) District One, documenting photometric analysis for the 16th Street NE Bridge Project (FPID 451283-1-58-01, Contract Number 22-7944) in Collier County, Florida. The project encompasses roadway improvements along a 3.3-mile section of 16th Street from Golden Gate Boulevard West to Randall Boulevard, including connectivity enhancements, dead-end street improvements, and installation of a traffic signal system at the intersection of 16th Street NE and Randall Boulevard. The lighting design analysis evaluates the proposed LED luminaire installation at the signalized intersection using photometric calculations performed with AGi32 design software. The analysis confirms compliance with FDOT Design Manual Chapter 231 criteria for signalized intersections, utilizing Apollo Metro Solutions SL5 mini LED luminaires mounted at 35 feet with 12-foot arms and 4000K color temperature, along with two existing luminaires on adjacent property. Horizontal average illumination levels range from 2.55 to 2.2 footcandles, vertical average illumination from 1.52 to 1.9 footcandles, with maximum-to-minimum ratios of 6.25 and 2.57 respectively, all meeting FDOT requirements of 1.5-3.0 horizontal footcandles and 1.2-1.5 vertical footcandles.
The photometric analysis includes comprehensive voltage drop calculations for two circuits (A-1 and A-2) using 480-volt single-phase service with 6-gauge copper wire conductors at 75 degrees Celsius. Circuit A-1 demonstrates a maximum voltage drop of 0.10 volts (0.02 percent), while Circuit A-2 shows a maximum voltage drop of 0.31 volts (0.07 percent), both well within acceptable parameters. The SL5 luminaire specifications include eight CREE XHP 70-2 LED modules producing 17,900 lumens at 4000K with typical power consumption of 150 watts, equipped with Type III or Type IV beam patterns, universal mounting design, and wireless control capabilities operating across -40 to +85 degrees Celsius. The report was digitally signed and sealed by Dr. Fathy Abdalla, P.E. (Florida License No. 63914) on February 22, 2024, confirming engineering certification for the lighting design's compliance with state standards.
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Text version
16th Street: LDAR
February 2024
STATE OF FLORIDA
DEPARTMENT OF TRANSPORTATION
LIGHTING DESIGN ANALYSIS REPORT
16TH STREET NE FROM GOLDEN GATE BLVD WEST TO RANDALL
BOULEVARD, COLLIER COUNTY
FPID: 451283-1-58-01
CONTRACT NUMBER: 22-7944
FDOT District ONE
Dr. Fathy Abdalla, P.E., PTOE Kisinger Campo & Associates Corp.
Florida License No.: 63914
This report has been digitally signed and sealed by
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.
Kisinger Campo & Associates
201 N. Franklin Street, Suite 400 Tampa, FL 33602
M. Fathy Abdalla, P.E. No.: 63914
Contents
1. General Description
1.1. Project Description
1.2. Project Map
2. Lighting Analysis
2.1. Lighting Criteria
2.2. Photometric Analysis
Appendix A: Photometric Results
Appendix B: SL5 Specifications
Appendix C: Voltage Drop Calculations
1. General Description
This Lighting Design Analysis Report (LDAR) has been prepared by Kisinger Campo & Associates
(KCA) as part of FPID 451283-1-58-01 located along 16th St at Randall Blvd.
1.1. Project Description
The purpose of this project is to construct roadway improvements along a 3.3 mile section of 16th
Street from the intersection with Golden Gate Boulevard West extending north to the intersection of
Randall Boulevard. These improvements include connectivity and roadway enhancement to dead-end streets and the addition of a signal system at the intersection of 16th Street NE and Randall Boulevard.
The purpose of this memorandum is to document the results of the lighting analysis (photometric calculations) conducted for FPID 451283-1-58-01 using Light Emitting Diode (LED) luminaires while adhering to FDOT’s roadway lighting criteria for signalized intersections and crosswalks. This report will conclude that the proposed lighting is compliant with FDOT’s roadway lighting criteria for signalized intersections.
1.2. Project Map
2. Lighting Analysis
2.1. Lighting Criteria
Florida Department of Transportation’s Design Manual (FDM) Chapter 231
• Signalized Intersections o Criteria:
16TH St and Randall Blvd.
Illumination Level
Signalized Intersection
Horizontal Average Illumination (HFC) 1.5 – 3.0
Vertical Average Illumination (VFC) 1.2 - 1.5
Avg. / Min 4:1 or less
Max / Min 10:1 or less
Veiling Luminance Ratio N/A
2.2. Photometric Analysis
The design application used in performing the photometric analysis was AGi32. The design luminaire selected for analysis in new construction was the Apollo Metro Solutions distribution, Power
Performance Package “SL5” mini LED, mounted at 35’, with a 12’ arm. Two existing luminaires located on Valencia Golf & Country Club property were included in the analysis due to their proximity to the intersection. The existing luminaires Appendix A summarizes the results of the photometric analysis, and Appendix B displays the manufacturer’s specifications for the SL5.
The analysis method used to evaluate the horizontal illumination for signalized intersections (as described in FDM Chapter 231) is to establish a calculation zone defined by the intersection limits.
Each calculation zone measures the illuminance using light meters spaced at 5’ longitudinally and 5’ transversely.
The analysis method used to evaluate vertical illumination for crosswalks at signalized intersections is to establish a linear array of light meters aimed at oncoming traffic. Each variable light meter is at a 5’ elevation, is spaced at 1.65’ along the center of the crosswalk and is aimed at a point upstream defined by the stopping sight distance. For this project, Randall Blvd has a posted speed of 45 MPH, meaning that the stopping sight distance is 360’ (FDM Table 210.11.1).
The results from Appendix A show that the FDOT Lighting Criteria is satisfied.
Appendix A: Photometric Results
M. Fathy Abdalla, PE License No. 63914 813-871-5331
Kisinger Campo & Associates 201 North Franklin Street, Suite 400 Tampa, Fl 33602
Photometric Analysis Randall Blvd / 16th Street
FPID 451283-1-58-01
Luminaire Schedule
Symbol Qty Label
Isoline Legend
Illuminance (Fc)
Calculation Summary
Label CalcType Units Avg
Color Value
Arrangemen t
Description Luminaire
Max Min Avg/Min
Watts
Max/Min
NB LT VFC Illuminance Fc
1.5
1.52 1.7 1.3 1.17 1.31
RANDALL BLVD HFC Illuminance Fc
2.55 hbs-250hps-mc2_-s0405184-
Single Existing Neighborhood
Lighting, 0.9 LLF
5.0 0.8 3.19 6.25
SB RT VFC Illuminance Fc 1.65 1.9 1.4 1.18 1.36
West Approach
Crosswalk EB
Illuminance Fc 1.44 1.8 0.7 2.06 2.57
5 Apollo SL5 Mini LED Single 12' arm, 35' MH, 4000K
Color Temperature
157.6
2.6 2.5 2.4 2.2 2.0 1.9 1.7 1.5
3.1 3.1 3.0 2.7 2.4 2.3 2.1 2.0 1.8
3.7 3.5 3.2 2.9 2.7 2.5 2.4 2.4 2.2 2.0
4.0 4.0 3.6 3.3 3.0 2.9 2.8 2.8 2.7 2.7 2.5
3.8 4.1 4.0 3.6 3.2 3.0 2.9 2.9 3.1 3.2 3.3 3.0
4.0 4.2 4.2 3.9 3.5 3.1 2.8 2.8 2.9 3.1 3.5 3.7 3.5 3.0
4.1 4.4 4.4 4.1 3.7 3.3 2.8 2.6 2.6 2.7 2.9 3.4 3.7 3.7 3.6
3.9 4.4 4.6 4.4 3.9 3.4 3.0 2.6 2.4 2.3 2.5 2.7 3.1 3.5 3.7 3.8 3.8
2.8 3.6 4.2 4.7 4.7 4.2 3.7 3.2 2.7 2.4 2.2 2.1 2.2 2.4 2.8 3.1 3.5 3.8 4.0 3.9
2.4 2.6 3.2 3.8 4.4 4.8 4.6 4.1 3.5 2.9 2.5 2.1 2.0 1.9 1.9 2.1 2.4 2.7 3.1 3.5 3.8 4.0 3.8
2.7 3.1 3.6 4.1 4.7 4.8 4.5 3.9 3.3 2.8 2.2 1.9 1.7 1.6 1.7 1.8 2.0 2.4 2.7 3.0 3.4 3.8 3.8 3.6 3.1
3.1 3.6 4.1 4.6 4.9 4.8 4.4 3.7 3.1 2.5 2.1 1.7 1.5 1.4 1.4 1.6 1.8 2.0 2.3 2.7 3.1 3.4 3.7 3.6 3.5 3.0 2.6
3.3 3.8 4.3 4.9 5.0 4.7 4.3 3.6 2.9 2.4 1.9 1.6 1.4 1.3 1.2 1.4 1.5 1.7 2.0 2.3 2.7 3.1 3.4 3.6 3.7 3.3 2.8 2.3 1.8 1.4
3.3 3.8 4.2 4.7 4.8 4.5 4.0 3.4 2.8 2.3 1.8 1.5 1.3 1.2 1.1 1.2 1.3 1.5 1.7 2.0 2.3 2.7 3.1 3.3 3.5 3.3 2.8 2.4 2.0 1.6
3.2 3.7 4.2 4.6 4.7 4.4 3.8 3.2 2.7 2.1 1.7 1.4 1.2 1.1 1.0 1.0 1.1 1.3 1.5 1.7 2.0 2.4 2.7 2.9 3.1 3.1 2.8 2.4 2.0 1.7
3.0 3.6 4.1 4.5 4.6 4.3 3.8 3.1 2.6 2.1 1.7 1.4 1.2 1.0 0.9 0.9 1.0 1.2 1.3 1.6 1.8 2.1 2.3 2.6 2.8 2.8 2.6 2.3 2.0 1.8
2.7 3.4 4.0 4.4 4.6 4.3 3.7 3.2 2.6 2.1 1.7 1.4 1.1 1.0 0.9 0.9 0.9 1.0 1.2 1.4 1.6 1.8 2.0 2.3 2.4 2.5 2.5 2.3 2.1 1.9
2.5 3.2 4.0 4.5 4.8 4.4 3.8 3.2 2.7 2.2 1.8 1.4 1.1 0.9 0.9 0.8 0.9 0.9 1.1 1.2 1.4 1.6 1.9 2.0 2.2 2.3 2.3 2.3 2.2 2.1
2.2 3.0 3.8 4.4 4.8 4.5 4.0 3.4 2.8 2.3 1.8 1.4 1.2 1.0 0.8 0.8 0.8 0.9 1.0 1.2 1.4 1.5 1.7 1.9 2.1 2.2 2.2 2.3 2.3 2.2
2.0 2.6 3.4 4.1 4.5 4.5 4.1 3.5 2.8 2.3 1.8 1.5 1.2 1.0 0.9 0.8 0.8 0.9 1.0 1.2 1.4 1.5 1.7 1.9 2.0 2.0 2.1 2.2 2.2 2.3
2.5 3.3 4.0 4.5 4.6 4.2 3.6 3.0 2.4 2.0 1.6 1.2 1.0 0.9 0.8 0.8 0.8 1.0 1.2 1.4 1.5 1.7 1.8 1.9 1.9 1.9 2.0 2.1 2.3
4.5 4.7 4.3 3.8 3.2 2.6 2.1 1.6 1.3 1.0 0.9 0.8 0.8 0.8 0.9 1.1 1.4 1.6 1.7 1.8 1.8 1.8 1.8 1.9 2.0 2.2
4.8 4.5 3.9 3.3 2.7 2.2 1.7 1.3 1.1 0.9 0.8 0.8 0.8 1.0 1.2 1.4 1.6 1.8 1.9 1.8 1.8
4.7 4.2 3.5 2.9 2.3 1.8 1.4 1.1 1.0 0.9 0.8 0.9 1.0 1.2 1.5 1.7 1.9 2.0
4.4 3.7 3.1 2.4 1.9 1.5 1.1 1.0 0.9 0.9 0.9 1.1 1.3 1.6 1.9 2.2
4.6 4.1 3.3 2.6 2.0 1.5 1.2 1.0 0.9 0.9 1.0 1.1 1.4 1.8 2.2 2.5
1.5
1.6
1.6
1.6
1.6
1.7
1.7
1.7
1.8
1.8
1.7
1.7
1.6
1.6
1.5
1.4
1.3
1.2
1.1
1.0
0.9
0.8
0.7
1.4
1.4
1.5
1.5
1.6
1.6
1.7
1.8
1.8
1.9
1.9
1.3
1.3
1.4
1.4
1.5
1.5
1.6
1.6
1.7
1.7
1.7
Appendix B: SL5 Specifications
Apollo SL5 mini – The ideal LED lamp for outdoor use that is highly cost-effective. The robust die cast aluminum housing with its finned surface guarantees excellent heat management. The light is ETL listed and conforms to UL STD 1598.
• for street, roadway and parking lot lighting applications
• heat management system assures long LED life and minimal lumen depreciation
• tool-less entry for ease of maintenance
• modular LED design with the ability to easily replace LEDs in the field
• universal mounting design
• best lumens per watt/lumen per dollar in the industry
• mil-spec components to withstand the hottest and coldest climates
• wireless control on UHF and 900 MHz
• adjustable elevation in mounting bracket
Number of LEDs 8
Lumen@4000k 17900
Typical Power Consumption (W) 150
©2020 Apollo Metro Solutions www.apollometro.com
Electrical
Input Voltage 100-277 V AC or 480 V AC or
48 V DC
Frequency Range 50/60 Hz
Surge Spike Protection Compliance to EN61000-4-5 6 kV, 10 kV line to ground
Optical
Light Source CREE XHP 70-2
Color Temperature 4000 K – others on request
Custom Design Lens Source LEDIL
Beam Pattern Type III or type IV, others on request
Environmental
Operating Temperature -40 to +85C
Mechanical
Dimensions 520 x 280 x 75 mm
Weight 12.8 Lbs. (5.8kg)
Material Aluminum Alloy / Glass
Wind Load 0.0336 m² = 0.362 sqft
Mounting 2.6”/63 mm
Type 3 Lens Type 4 Lens
©2020 Apollo Metro Solutions www.apollometro.com
Appendix C: Voltage Drop Calculations
INTERSECTION LIGHTING VOLTAGE DROP CALCULATIONS
Project No. 451283-1-58-01 W.P.I. NO: 60 CYCLE AC RESISTANCE ONE WIRE (CU)
ROAD: 16th Street COUNTY: Collier
PROJECT DESCRIPTON: 4-Way Intersection, Lighting PREPARED BY: Isaiah Rojas, EI WIRE SIZE 25 DEG C 40 DEG C 75 DEG C
COMMENT: Circuit A-1 CHECKED BY: Craig Singer, PE (#AWG) (OHMS/FT) (OHMS/FT) (OHMS/FT)
SERVICE VOLTAGE: 480 Single Phase DATE: 02/20/2024 10 0.00101800 0.00107700 0.00012900
8 0.00065400 0.00069200 0.00080900
6 0.00041000 0.00043350 0.00051000
4 0.00025900 0.00027400 0.00032100
2 0.00016200 0.00017150 0.00020100
0 0.00010210 0.00010811 0.00012700
INPUT DATA CALCULATED RESULTS
FIXTURE WIRE WIRE NUMBER TEMPERATURE FIXTURE NUMBER CONDUCTOR FIXTURE SEGMENT TOTAL SEGMENT ACCUMULATED
TO LENGTH X 2 SIZE OF FOR SIZE OF RESISTANCE AMPERAGE RESISTANCE AMPERAGE VOLTAGE VOLTAGE
FIXTURE (FEET) WIRES RESISTANCE FIXTURES DROP DROP
(L) (AWG) CONDUCTORS DEGREE "C" (Watts) (r) (i) (R=L*r) (I) (V=I*R) (V1+V2+...)
Load Center A to Pole #5 622 6 3 75 158 1 0.000510 0.329 0.3172 0.33 0.10 0.10
MAXIMUM VOLTAGE DROP: 0.10
PERCENT VOLTAGE DROP: 0.02%
CONDUCTOR SIZE: O.K.
INTERSECTION LIGHTING VOLTAGE DROP CALCULATIONS
Project No. 451283-1-58-01 W.P.I. NO: 60 CYCLE AC RESISTANCE ONE WIRE (CU)
ROAD: 16th Street COUNTY: Collier
PROJECT DESCRIPTON: 4-Way Intersection, Lighting PREPARED BY: Isaiah Rojas, EI WIRE SIZE 25 DEG C 40 DEG C 75 DEG C
COMMENT: Circuit A-2 CHECKED BY: Craig Singer, PE (#AWG) (OHMS/FT) (OHMS/FT) (OHMS/FT)
SERVICE VOLTAGE: 480 Single Phase DATE: 02/20/2024 10 0.00101800 0.00107700 0.00012900
8 0.00065400 0.00069200 0.00080900
6 0.00041000 0.00043350 0.00051000
4 0.00025900 0.00027400 0.00032100
2 0.00016200 0.00017150 0.00020100
0 0.00010210 0.00010811 0.00012700
INPUT DATA CALCULATED RESULTS
FIXTURE WIRE WIRE NUMBER TEMPERATURE FIXTURE NUMBER CONDUCTOR FIXTURE SEGMENT TOTAL SEGMENT ACCUMULATED
TO LENGTH X 2 SIZE OF FOR SIZE OF RESISTANCE AMPERAGE RESISTANCE AMPERAGE VOLTAGE VOLTAGE
FIXTURE (FEET) WIRES RESISTANCE FIXTURES DROP DROP
(L) (AWG) CONDUCTORS DEGREE "C" (Watts) (r) (i) (R=L*r) (I) (V=I*R) (V1+V2+...)
Load Center A to Pull Box 554 6 3 75 158 1 0.000510 0.329 0.2825 0.99 0.28 0.28
Pull Box to Pole # 3 58 6 3 75 158 1 0.000510 0.329 0.0296 0.66 0.02 0.30
Pull Box to Pole # 1 84 6 3 75 158 1 0.000510 0.329 0.0428 0.33 0.01 0.31
MAXIMUM VOLTAGE DROP: 0.31
PERCENT VOLTAGE DROP: 0.07%
CONDUCTOR SIZE: O.K.
| 2024-02-22T08:48:04-0500 | |
| M. Fathy Abdalla |
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