WestSpencerField_GiddensroadRoundabout_Project-Manual.pdf

PROJECT MANUAL

West Spencer Field Project

SANTA ROSA COUNTY, FLORIDA

RFP 21-006 PW

Santa Rosa County Board of County Commissioners:

Bobby Burkett District 1

Kerry Smith (Chairman) District 2

Rhett Rowell District 3

Ray Eddington District 4

Colten Wright (Vice Chairman) District 5

Thomas Thibault, Engineering Project Manager

Prepared by:

Consor North America, Inc.

2818 Cypress Ridge Blvd, Suite 200

Wesley Chapel, FL 33544

THIS ITEM 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

ENGINEER OF RECORD:

ERIK C. LESCHAK, PE

PE NO. 63874

(813) 435-2600

CONSOR NORTH AMERICA, INC.

2818 CYPRESS RIDGE BLVD, SUITE 200

WESLEY CHAPEL, FLORIDA 33544

TABLE OF CONTENTS

Invitation to Bid………………………………………..00110-1 to 00110-3

Instruction to Bidders………………………………….00120-1 to 00120-3

Bid Form………………………………………………..00130-1 to 00130-3

Schedule of Unit Prices…………………………………………………….1

Statement of Public Entity Crimes……………………………………...A1

Insurance Requirements…...……………………………………………1-2

General Provisions…...…………………………………………………1-32

Supplementary Conditions…………………………………………00800-1

Davis-Bacon Wage Decision…………………………………………….1-4

EEO Sample Documents/ Worksheet………………………………….1-22

TECHNICAL SPECIFICATIONS

Governing Standards and Specification shall be Florida Department of

Transportation, Standard Plans dated FY 2025-26. And Standard

Specifications for Road and Bridge Construction dated FY 2025-26, as amended by contract documents.

For Standard Plans for Road Construction follow the link:

https://www.fdot.gov/design/standardplans/current

For the Standard Specifications for Road and Bridge Construction click on the “Specifications” link at the following website:

http://www.fdot.gov/programmanagement/implemented/SpecBooks

Specifications identified for this project include:

Section 100 Construction Equipment – General Requirements

Section 101 Mobilization

Section 102 Maintenance of Traffic

Section 104 Prevention, Control and Abatement of Erosion and Water Pollution

Section 105 Contractor Quality Control General Requirements

Section 110 Clearing and Grubbing

Section 120 Excavation and Embankment

Section 125 Excavation and Embankment for Structures and Pipe

Section 160 Stabilizing

Section 204 Graded Aggregate Base

Section 234 Superpave Asphalt Base

Section 283 Reclaimed Asphalt Pavement Base

Section 285 Optional Base Course

Section 334 Superpave Asphalt Concrete

Section 337 Asphalt Concrete Friction Course

Section 425 Inlets, Manholes, and Junction Boxes

Section 430 Pipe Culverts

Section 520 Concrete Gutter, Curb Elements, and Traffic Separator

Section 522 Concrete Sidewalks and Driveways

Section 527 Detectable Warnings

Section 530 Revetment Systems

Section 570 Performance Turf

Section 603 General Requirements for Traffic Control Signals and Devices

Section 620 Grounding and Lighting Protection

Section 630 Conduit

Section 632 Signal Cable

Section 633 Communication Cable

Section 634 Span Wire Assembly

Section 635 Pull Boxes, Splice Boxes, Junction Boxes, and Fiber Optic Splice Vaults

TECHNICAL SPECIFICATIONS cont… Section 639 Electrical Power Service Assemblies

Section 641 Prestressed Concrete Poles

Section 646 Aluminum Poles, Pedestals, and Posts

Section 650 Vehicle Traffic Signal Assemblies

Section 653 Pedestrian Signal Assemblies

Section 660 Vehicle Detection System

Section 665 Pedestrian Detection System

Section 670 Traffic Controller Assemblies

Section 671 Traffic Controllers

Section 676 Traffic Cabinets

Section 678 Traffic Controller Accessories

Section 680 System Control Equipment

Section 682 Video Equipment

Section 684 Network Devices

Section 700 Highway Signing

Section 710 Painted Pavement Markings

Section 713 Permanent Tape Pavement Markings

Section 715 Highway Lighting System

Section 911 Base and Stabilized Base Materials

Section 914 Stabilizing Materials

Section 981 Turf Materials

Section 982 Fertilizer

Section 983 Water for Grassing

Section 985 Geosynthetic Materials

Section 987 Soil Layer Materials

Note: All 900 series materials specifications referenced within the above list shall be considered applicable as directed in the specification.

DESIGN DOCUMENTATION

1. General Background

2. Survey/ Alignment Control

3. Subsurface Utilities

4. Pavement Design

5. Intersection Data Collection and Analysis

6. Roundabout Swept Path and Fastest Path Analysis

7. Drainage Analysis

8. Geotechnical Analysis

9. Utility Coordination

1. General Background

General Background

West Spencerfield Road is located in Santa Rosa County near Pace, FL. It is primary north and south corridor between US 90 and Berryhill Road. The roadway is a two lane rural roadway with 12 foot lanes and 4 foot grass shoulders. The project area is located immediately west of the Spencer Outlying Field.

Original Project Scope included:

North/ West Spencer Field Road

1) Construct a new signal

2) Remove speed humps

3) Add turn lanes on West Spencer Field Road

4) Add pedestrian crossings on all 4 legs of intersection

West Spencer Field Road and Giddens Road

1) Construct a new signal

2) Add pedestrian crossing on all 4 legs and connect to existing sidewalk

3) Re-align Giddens Road to intersect South Spencer Field Road

4) Optional Service - Provide property acquisition for realignment

Midblock Crossing at Winner’s Gait Circle

1) Construct mid-block crossing with flashing beacon

Revised Project Scope:

West Spencer Field Road and Giddens Road

1) Converted Signalized Intersection to a roundabout to minimize right of way impacts

2) Add lighting to the roundabout

2. Survey/ Alignment Controls

3. Subsurface Utilities

Subsurface Utility Engineering Test Hole Report

Test Hole # Client:

Project:

PROJECT DATA

WO #: W117088.000 JN: J067171 Date 03/20/2025

Task #: N/A FPN #: N/A PM: Dana Sowers

Station: N/A Offset: N/A Chief: Daniel

Crew: Brayden Time: 6:58 AM

Weather: broken clouds, 57F

TEST HOLE DATA

Utility Type: Water Location

Condition: Fair

Material: Polyvinyl Chloride

Marker: Hub, Lath, Nail and Disk

Height (IN):

Width (IN):

Top (f):

Bottom (f):

Ground Cover: Dirt

Owner: Pace Water System

Soil Type: Dirt

Soil Condition: Dry

Notes:

Also Found:

SURVEY DATA

V Datum:

H Datum:

Zone:

Northing:

Easting:

Grade Elev:

Utility Elev:

TH-1 Consour

S Spencer Field Rd at W Spencer Field Rd

10.50

10.50

3.50

4.38

N/A

Type Material Height (IN) Width (IN) Top (f) Bottom (f) Owner

NAVD88 Site Image

NAD83

0903 Florida North

598146.97

1135467.60

131.05

127.55

Profile View

Photo Report

TH-1

S Spencer Field Rd at W Spencer Field Rd

6500 All American Blvd., Orlando, Florida 32810 Phone 407-292-8580 http://www.southeasternsurveying.com Page 1 of 1

Photo No. 1

Photo No. 2

Photo No. 3

Site Image

Project:

PROJECT DATA

WO #: W117088.000 JN: J067171 Date 03/20/2025

Task #: N/A FPN #: N/A PM: Dana Sowers

Station: N/A Offset: N/A Chief: Daniel

Crew: Brayden Time: 7:20 AM

Weather: clear sky, 57F

TEST HOLE DATA

Utility Type: Water Location

Condition: Fair

Material: Polyvinyl Chloride

Marker: Hub, Lath, Nail and Disk

Height (IN):

Width (IN):

Top (f):

Bottom (f):

Ground Cover: Dirt

Owner: Pace Water System

Soil Type: Dirt

Soil Condition: Dry

Notes:

Also Found:

SURVEY DATA

V Datum:

H Datum:

Zone:

Northing:

Easting:

Grade Elev:

Utility Elev:

TH-2 Consour

S Spencer Field Rd at W Spencer Field Rd

10.00

10.00

4.40

5.23

N/A

Type Material Height (IN) Width (IN) Top (f) Bottom (f) Owner

NAVD88 Site Image

NAD83

0903 Florida North

598291.02

1135479.15

132.58

128.18

TH-2

S Spencer Field Rd at W Spencer Field Rd

6500 All American Blvd., Orlando, Florida 32810 Phone 407-292-8580 http://www.southeasternsurveying.com Page 1 of 1

Photo No. 1

Photo No. 2

Photo No. 3 Photo No. 4

Project:

PROJECT DATA

WO #: W117088.000 JN: J067171 Date 03/20/2025

Task #: N/A FPN #: N/A PM: Dana Sowers

Station: N/A Offset: N/A Chief: Daniel

Crew: Brayden Time: 7:26 AM

Weather: clear sky, 58F

TEST HOLE DATA

Utility Type: Water Location

Condition: Fair

Material: Polyvinyl Chloride

Marker: Hub, Lath, Nail and Disk

Height (IN):

Width (IN):

Top (f):

Bottom (f):

Ground Cover: Dirt

Owner: Pace Water Systems

Soil Type: Dirt

Soil Condition: Dry

Notes:

Also Found:

SURVEY DATA

V Datum:

H Datum:

Zone:

Northing:

Easting:

Grade Elev:

Utility Elev:

TH-3 Consour

S Spencer Field Rd at W Spencer Field Rd

8.50

8.50

3.45

4.16

N/A

Type Material Height (IN) Width (IN) Top (f) Bottom (f) Owner

NAVD88 Site Image

NAD83

0903 Florida North

598286.08

1135493.73

132.11

128.66

TH-3

S Spencer Field Rd at W Spencer Field Rd

6500 All American Blvd., Orlando, Florida 32810 Phone 407-292-8580 http://www.southeasternsurveying.com Page 1 of 1

Photo No. 1 Photo No. 2

Photo No. 3 Photo No. 4

Project:

PROJECT DATA

WO #: W117088.000 JN: J067171 Date 03/20/2025

Task #: N/A FPN #: N/A PM: Dana Sowers

Station: N/A Offset: N/A Chief: Daniel

Crew: Brayden Time: 7:32 AM

Weather: clear sky, 58F

TEST HOLE DATA

Utility Type: Gas Location

Condition: Fair

Material: Coated Steel

Marker: Hub, Lath, Nail and Disk

Height (IN):

Width (IN):

Top (f):

Bottom (f):

Ground Cover: Dirt

Owner: Natural Gas of Milton

Soil Type: Dirt

Soil Condition: Dry

Notes:

Also Found:

SURVEY DATA

V Datum:

H Datum:

Zone:

Northing:

Easting:

Grade Elev:

Utility Elev:

TH-4 Consour

S Spencer Field Rd at W Spencer Field Rd

2.50

2.50

1.85

2.06

N/A

Type Material Height (IN) Width (IN) Top (f) Bottom (f) Owner

NAVD88 Site Image

NAD83

0903 Florida North

598259.05

1135515.02

132.52

130.67

TH-4

S Spencer Field Rd at W Spencer Field Rd

6500 All American Blvd., Orlando, Florida 32810 Phone 407-292-8580 http://www.southeasternsurveying.com Page 1 of 1

Photo No. 1 Photo No. 2

Photo No. 3

Photo No. 4

4. Pavement Design

PAVEMENT DESIGN CALCULATIONS:

DRAFT - Preliminary design based on available information.

1. For the design of the pavement for TWO 5; the designer was not given traffic counts, Equivalent Single Axle Load (ESAL) calculations or a Resilient Modulus based on Geotech testing.

2. However, the geotechnical engineer provided a assumed Resilent Modulus of 9500psi based on soil types encountered and grain size distribution.

3. Used the pavement composition from the as-builts of the W. Spencer Field Road at Norris Rd/Attaway Dr intersection project just to the south to get the SNr and ESAL as a starting point.

Intersection improvements for W Spencer Field Rd at Norris Rd/Attaway Dr (south of TWO 05's limits) used a pavement design of:

For TWO 05 - Geotechnical information noted a potential perched water table along Giddens Ln. and W Spencer Field Rd at three boring locations.

Existing Project to the South Pavement Design (Intersection improvements for W Spencer Field Rd at Norris Rd/Attaway Dr - assume no base clearance restrictions and had full 3' clearance) :

Layer Coefficient Thickness (in) SN FC-12.5 0.44 x 1.50 = 0.66 Type SP (Traffic C) 0.44 x 2.00 = 0.88 OBG 9 0.18 x 10.00 = 1.80 Stabilization 0.08 x 12.00 = 0.96

Total Depth = 25.50 SN = 4.30 Assumed Mr = 9500 PSI (from Tierra) Assumed %R = 80% (conservative based on acceptable %R for collector roadways for which 75% is min. for reconstruction) Assumed SNr = 4.27 (conservative interpolation based on the above) Assumed ESAL = 10,000,000 (using Table A.2A,Mr of 9500 and the Sne of 4.30 for the Existing Project to the South Pavement Design - projected an ESAL close to 4.30 )

SNr (25% Mr Reduction) = 7125 PSI SNr (25% Mr Reduction) = 4.72 SNr (50% Mr Reduction) = 4750 PSI SNr (50% Mr Reduction) = 5.41

Layer Coefficient Thickness (in) SN FC-12.5 0.44 x 1.50 = 0.66 Type SP (Traffic C) 0.44 x 2.00 = 0.88 OBG 9 0.18 x 10.00 = 1.80 Stabilization 0.08 x 12.00 = 0.96

Total Depth = 25.50 SN = 4.30

Layer FC-12.5 0.44 x 1.50 = 0.66 Type SP (Traffic C) 0.44 x 2.00 = 0.88 OBG 12 Type B 12.5 0.30 x 7.50 = 2.25 Stabilization 0.08 x 12.00 = 0.96

Total Depth = 23.00 SN = 4.75

Giddens Lane - Sta. 47+89.05 to Sta. 52+01.01 (50% Mr Reduction - if needed confirm w/ Geotech) Layer FC-12.5 0.44 x 1.50 = 0.66 Type SP (Traffic C) 0.44 x 3.00 = 1.32 OBG 14 Type B 12.5 0.30 x 8.50 = 2.55 Stabilization 0.08 x 12.00 = 0.96

Total Depth = 25.00 SN = 5.49

Disclamer:

W Spencer Field Road - Sta. 10+38.86 to Sta. 16+27.38, Sta. 20+22.05 to Sta. 28+23.58 S Spencer Field Road - Sta. 53+18.85 to Sta. 55+27.95

Giddens Lane - Sta. 47+89.05 to Sta. 52+01.01 (25% Mr Reduction)

Widening = 12" Type B Stabilization, OBG 9, 2" Type SP Structural Course (Traffic C) (PG76-22), 1.5" Friction Course FC-12.5 (Traffic C) (PG76-22) Milling = 1.5" (Avg. Depth) Mill Existing Asphalt Pavement Resurfacing = 1.5" Friction Course FC-12.5 (Traffic C) (PG76-22)

Assumed that this design was intended to exceed the minimum required thickness for new construction or reconstruction FDOT Flexible Pavement Design Manual (FPDM) Table 5.5 of 3" for greater than 3,500,000 ESAL's 20-yr period as well as minimum Optional Base Group 9 (10"-LM or 6"-Type B-12.5).

Assumptions / Research:

Assumes 1' base clearance is achieved. May need profile, underdrain or ditch adjustments.

AADT through this intersection from FDOT Traffic Online shows 2021 AADT of 10,900 to Giddens Rd/S Spence Field Rd.

Proposed Pavement Designs for TWO 05:

PAVEMENT DESIGN #1 - Reconstruction & Widening Design: (Uses Spencer Field Rd at Norris Rd/Attaway Dr Intersection Improvements pavement design, boring on W Spencer Field Rd was preliminarily reviewed and base clearance appears to be met, recommend confirmation from

Assumes 2' base clearance is achieved. May need profile, underdrain or ditch adjustments.

PAVEMENT DESIGN #2 & #3 (if needed) - Reconstruction Design: (Below demonstrates a SN based on an Mr reduction due to potential base clearance issues based on borings provided. These designs would address the increased SNr stemming from the Mr reduction. However, additional effort may be needed to achieve the corresponding base clearance that would need to be achieved in addition to the below pavement designs such as profile adjustments, underdrain or a deeper ditch system. Additional analysis/coordination with geotech is recommended. 25% Mr Reduction design would be recommended assuming base clearance is achievable.)

5. Intersection Data Collection and Analysis

Intersection Data Collection and Analysis

West Spencer Field Rd / South Spencer Field Rd – Giddens Ln

West Spencer Field Rd / North Spencer Field Rd – Rolyat Rd

Santa Rosa County, FL

Prepared for:

American Consulting Professionals, LLC Pace, FL

Prepared by:

HSA Consulting Group

1315 Country Club Road

Gulf Breeze, FL 32563

November 1, 2021

West Spencer Field Road / South Spencer Field Road – Giddens Lane and

West Spencer Field Road / North Spencer Field Road – Rolyat Road

Intersection Data Collection and Analysis

Introduction

The intersections of West Spencer Field Road / South Spencer Field Road – Giddens Lane and

West Spencer Field Road / North Spencer Field Road – Rolyat Road were analyzed to confirm the need for signalization and to document any changes in conditions since the Spencer Field Traffic

Analysis conducted by Genesis (May 2018). Twelve-hour turning movement counts were conducted at each intersection. A spot speed study was conducted on West Spencer Field Road north of North Spencer Field Road in order to document existing speeds, which potentially affect the criteria used in signal warrants. The Manual on Uniform Traffic Control Devices traffic signal warrant criteria were then reviewed for each intersection. In addition, Synchro analysis was conducted for the signalized condition for the PM peak hour in order to determine the need for turn lanes at the intersections.

Data Collection

Twelve-hour turning movement counts were conducted at the two intersections from 7am to

7pm on Tuesday, October 12, 2021. The TMCs were conducted from video collected at the intersections. Printouts of the TMCs, including hourly totals, peak hour summaries, and separate truck counts, are included in Appendix A. The AM, midday and PM peak hour volumes are presented in Figure 1.

AM

Midday

PM

6 491 99

7 226 84 51 123 240

7 304 106 0 5 5

87 32 26

4 3 5

1 4 2 2 195 7

3 10 11 9 260 27

7 456 50

20 403 31

26 235 32 21 34 68

17 311 51 38 60 105

85 15 36

21 30 86

60 40 75 50 245 29

34 21 18 38 248 33

28 407 38

FIGURE 1 - Peak Hour Turning Movement Volumes

W. Spencer Field Rd

Rolyat Rd N. Spencer Field Rd

S. Spencer Field RdGiddens Ln

The spot speed study was conducted on Friday, October 8, 2021 between 11am and 12pm on

West Spencer Field Road south of Twelve Oaks Drive. There are speed humps on West Spencer

Field Road north of North Spencer Field Road. The location of the spot speed study was north of the area influenced by the speed humps. The posted speed in this area is 30 mph. A printout of the spot speed study is included in Appendix B. The observed 85th percentile speed was 41 mph in the southbound direction and 39 mph in the northbound direction. The speeds indicate that if the speed humps are removed, the prevailing speed approaching the North Spencer Field Road intersection would be approximately 40 mph, which is justification for using the criteria for the

70% volume level in the signal warrants.

Traffic Signal Warrant Analysis

The two intersections were analyzed using existing traffic volumes and lane configurations to determine if current volumes would meet the traffic signal warrant criteria published in Section

4C.01 of the 2009 Manual on Uniform Traffic Control Devices. As noted above, the spot speed study documented 85th vehicle percentile speeds on West Spencer Field Road north of North

Spencer Field Road at 41 MPH on the southbound approach. This allowed 70% traffic volumes to be used in the warrant analysis. The 70% criteria are also applicable at the South Spencer Field

Road – Giddens Lane intersection based on the posted speed of 45 mph north of the intersection.

Existing traffic volumes were obtained from the 12-hour turning movement counts at each intersection during a typical weekday (October 12, 2021). Both intersection configurations utilize single lane approaches sharing all directional movements. Right turn volumes were reduced by

25% to account for right turns on red from the shared lanes.

The signal warrant worksheets for Warrants 1 and 2 are presented in Appendix C. At West

Spencer Field / South Spencer Field Road - Giddens Road, two of the nine traffic signal warrants were met using current traffic volumes. Warrant 1B was met at the 70% and 80% level. Warrant

2 was met at the 70% level. At West Spencer Field / North Spencer Field Road - Rolyat Road, two of the nine traffic signal warrants were met using current traffic volumes. Warrant 1A was met at the 70% level and 1B was met at the 70% and 80% level. Warrant 2 was met at the 70% and

100% levels.

Synchro Analysis

Signalized intersection analysis was conducted for the two intersections using the PM peak hour volumes (the highest peak hour volumes) in order to determine the need for turn lanes. Printouts of the Synchro analysis are included in Appendix D. The analysis utilized existing configurations

(single lane on all approaches, no turn lanes). The results show that the level of service (LOS) at

South Spencer Field Road is B for the overall intersection (and B for the EB, WB and NB approaches, A for the SB approach). At North Spencer Field Road, the LOS is A for the overall intersection (and B for the EB and WB approaches, A for the NB and SB approaches). Based on these results, it is clear that the intersections do not require turn lanes. This is consistent with the findings and recommendations of the 2018 Spencer Field Traffic Analysis.

APPENDIX A

12-Hour Turning Movement Counts

W. Spencer Field Rd / S. Spencer Field Rd – Giddens Lane

W. Spencer Field Rd / N. Spencer Field Rd – Rolyat Rd

HSA Consulting Group Inc.

1284 Jackson Avenue

Chipley FL, 32428 File Name : W Spencer Field Rd @ Gidden Site Code : 00000000 Start Date : 10/12/2021 Page No : 1

Groups Printed- Cars - Trucks W Spencer Field Rd

Southbound S Spencer Field Rd

Westbound W Spencer Field Rd

Northbound Giddens Ln Eastbound

Start Time Left Thru Right Peds Left Thru Right Peds Left Thru Right Peds Left Thru Right Peds Int.

Total Factor 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 07:00 6 115 3 0 7 10 8 0 12 35 2 0 7 11 10 0 226 07:15 11 137 7 0 13 10 8 0 7 39 1 0 3 12 5 0 253 07:30 8 131 14 0 3 9 9 0 7 36 5 0 8 5 4 0 239 07:45 3 130 6 0 14 5 5 0 6 47 1 0 7 8 13 0 245 Total 28 513 30 0 37 34 30 0 32 157 9 0 25 36 32 0 963

08:00 6 124 4 0 10 7 5 0 9 52 6 0 6 10 9 0 248 08:15 8 93 3 0 12 10 8 0 4 64 7 0 7 14 13 0 243 08:30 5 112 3 0 25 12 1 0 9 56 2 0 4 15 8 0 252 08:45 7 112 7 0 32 7 6 0 21 55 11 0 6 15 7 0 286 Total 26 441 17 0 79 36 20 0 43 227 26 0 23 54 37 0 1029

09:00 11 86 7 0 16 9 6 0 16 70 9 0 4 16 6 0 256 09:15 6 66 9 0 5 13 4 0 10 44 7 0 7 11 9 0 191 09:30 7 58 9 0 11 7 7 0 6 51 4 0 9 9 5 0 183 09:45 12 72 7 0 13 12 4 0 10 54 9 0 12 10 6 0 221 Total 36 282 32 0 45 41 21 0 42 219 29 0 32 46 26 0 851

10:00 7 58 2 0 7 13 8 0 10 48 5 0 9 14 4 0 185 10:15 12 60 2 0 6 14 10 0 6 40 4 0 4 11 7 0 176 10:30 7 56 4 0 5 9 1 0 6 43 4 0 8 14 9 0 166 10:45 3 60 4 0 16 16 4 0 7 48 4 0 3 5 5 0 175 Total 29 234 12 0 34 52 23 0 29 179 17 0 24 44 25 0 702

11:00 7 56 3 0 3 15 8 0 12 50 7 0 8 18 5 0 192 11:15 11 63 3 0 2 13 6 0 5 47 4 0 9 16 4 0 183 11:30 13 53 3 0 2 20 13 0 7 39 3 0 6 12 7 0 178 11:45 6 78 5 0 5 12 5 0 6 40 6 0 5 9 6 0 183 Total 37 250 14 0 12 60 32 0 30 176 20 0 28 55 22 0 736

12:00 4 52 4 0 6 9 6 0 1 55 6 0 6 14 5 0 168 12:15 9 50 2 0 12 21 9 0 5 57 8 0 8 13 6 0 200 12:30 7 66 6 0 7 16 6 0 8 57 4 0 13 14 7 0 211 12:45 8 55 7 0 3 14 16 0 10 50 5 0 9 16 5 0 198 Total 28 223 19 0 28 60 37 0 24 219 23 0 36 57 23 0 777

13:00 5 53 6 0 2 12 6 0 8 57 11 0 10 12 2 0 184 13:15 7 62 7 0 6 17 9 0 13 65 10 0 8 7 7 0 218 13:30 10 64 8 0 7 8 9 0 6 68 8 0 3 8 3 0 202 13:45 10 56 5 0 0 23 10 0 11 58 4 0 9 13 9 0 208 Total 32 235 26 0 15 60 34 0 38 248 33 0 30 40 21 0 812

14:00 9 70 6 0 5 14 7 0 9 55 8 0 11 17 2 0 213 14:15 6 57 3 0 9 12 10 0 7 66 8 0 8 13 1 0 200 14:30 2 75 4 0 8 16 7 0 10 69 10 0 6 9 8 0 224 14:45 13 66 7 0 2 18 12 0 5 74 9 0 14 12 5 0 237 Total 30 268 20 0 24 60 36 0 31 264 35 0 39 51 16 0 874

15:00 5 72 6 0 6 10 10 0 16 53 8 0 9 19 9 0 223 15:15 10 58 4 0 6 20 14 0 12 90 7 0 16 26 8 0 271 15:30 10 80 6 0 5 13 16 0 20 86 13 0 23 31 8 0 311 15:45 20 77 3 0 6 15 14 0 17 80 11 0 29 22 2 0 296 Total 45 287 19 0 23 58 54 0 65 309 39 0 77 98 27 0 1101

16:00 10 58 3 0 3 25 8 0 7 78 10 0 16 12 4 0 234 16:15 10 78 2 0 12 20 16 0 4 66 10 0 25 20 3 0 266 16:30 9 66 3 0 6 20 10 0 8 111 10 0 26 12 8 0 289 16:45 8 58 6 0 7 14 18 0 8 109 8 0 24 20 7 1 288 Total 37 260 14 0 28 79 52 0 27 364 38 0 91 64 22 1 1077

Chipley FL, 32428 File Name : W Spencer Field Rd @ Gidden Site Code : 00000000 Start Date : 10/12/2021 Page No : 2

Groups Printed- Cars - Trucks W Spencer Field Rd

Southbound S Spencer Field Rd

Westbound W Spencer Field Rd

Northbound Giddens Ln Eastbound

Start Time Left Thru Right Peds Left Thru Right Peds Left Thru Right Peds Left Thru Right Peds Int.

Total Factor 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 17:00 13 86 6 0 8 24 19 0 9 102 14 0 23 13 1 0 318 17:15 13 75 4 0 9 32 19 0 9 95 9 0 22 20 7 0 314 17:30 12 81 6 0 10 29 11 0 6 109 4 0 18 20 5 0 311 17:45 13 69 1 0 9 20 19 0 4 101 11 0 23 22 5 0 297 Total 51 311 17 0 36 105 68 0 28 407 38 0 86 75 18 0 1240

18:00 10 70 4 0 2 21 13 0 12 94 10 0 15 9 8 0 268 18:15 9 55 1 0 6 13 10 0 7 87 8 0 11 13 5 0 225 18:30 3 60 6 0 2 8 8 0 5 75 12 0 9 8 4 0 200 18:45 9 54 4 0 1 12 7 0 13 80 6 0 4 15 3 0 208 Total 31 239 15 0 11 54 38 0 37 336 36 0 39 45 20 0 901

Grand Total 410 3543 235 0 372 699 445 0 426 3105 343 0 530 665 289 1 11063 Apprch % 9.8 84.6 5.6 0.0 24.5 46.1 29.4 0.0 11.0 80.1 8.9 0.0 35.7 44.8 19.5 0.1

Total % 3.7 32.0 2.1 0.0 3.4 6.3 4.0 0.0 3.9 28.1 3.1 0.0 4.8 6.0 2.6 0.0

Chipley FL, 32428 File Name : W Spencer Field Rd @ Gidden Site Code : 00000000 Start Date : 10/12/2021 Page No : 3

W Spencer Field Rd Southbound

S Spencer Field Rd Westbound

W Spencer Field Rd Northbound

Giddens Ln Eastbound

Start Time

Left Thr u Rig ht Ped s App.

Total

Left Thr u Rig ht Ped s App.

Total

Left Thr u Rig ht Ped s App.

Total

Left Thr u Rig ht Ped s App.

Total

Int.

Total

Peak Hour From 07:00 to 09:45 - Peak 1 of 1 Intersecti on 08:15

Volume 31 403 20 0 454 85 38 21 0 144 50 245 29 0 324 21 60 34 0 115 1037

Percent 6.8 88.

4.4 0.0

59.

26.

14.

0.0 15.

75.

9.0 0.0

18.

52.

29.

0.0

08:45 Volume

7 112 7 0 126 32 7 6 0 45 21 55 11 0 87 6 15 7 0 28 286

Peak Factor

0.906

High Int. 08:45 08:45 09:00 08:15 Volume 7 112 7 0 126 32 7 6 0 45 16 70 9 0 95 7 14 13 0 34

Peak Factor

0.90

0.80

0.85

0.84

Peak Hour From 10:00 to 13:45 - Peak 1 of 1 Intersecti on 13:00

Volume 32 235 26 0 293 15 60 34 0 109 38 248 33 0 319 30 40 21 0 91 812

Percent 10.

80.

8.9 0.0

13.

55.

31.

0.0 11.

77.

10.

0.0

33.

44.

23.

0.0

13:15 Volume

7 62 7 0 76 6 17 9 0 32 13 65 10 0 88 8 7 7 0 22 218

Peak Factor

0.931

High Int. 13:30 13:45 13:15 13:45 Volume 10 64 8 0 82 0 23 10 0 33 13 65 10 0 88 9 13 9 0 31

Peak Factor

0.89

0.82

0.90

0.73

Peak Hour From 14:00 to 18:45 - Peak 1 of 1 Intersecti on 17:00

Volume 51 311 17 0 379 36 105 68 0 209 28 407 38 0 473 86 75 18 0 179 1240

Percent 13.

82.

4.5 0.0

17.

50.

32.

0.0 5.9 86.

8.0 0.0

48.

41.

10.

0.0

17:00 Volume

13 86 6 0 105 8 24 19 0 51 9 102 14 0 125 23 13 1 0 37 318

Peak Factor

0.975

High Int. 17:00 17:15 17:00 17:45 Volume 13 86 6 0 105 9 32 19 0 60 9 102 14 0 125 23 22 5 0 50

Peak Factor

0.90

0.87

0.94

0.89

Chipley FL, 32428 File Name : W Spencer Field Rd @ Gidden Site Code : 00000000 Start Date : 10/12/2021 Page No : 1

Groups Printed- Trucks W Spencer Field Rd

Southbound S Spencer Field Rd

Westbound W Spencer Field Rd

Northbound Giddens Ln Eastbound

Start Time Left Thru Right Peds Left Thru Right Peds Left Thru Right Peds Left Thru Right Peds Int.

Total Factor 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 07:00 0 2 0 0 0 1 0 0 3 0 0 0 1 0 0 0 7 07:15 0 3 0 0 0 0 2 0 1 1 0 0 0 0 0 0 7 07:30 0 0 0 0 0 0 0 0 0 2 0 0 0 1 0 0 3 07:45 0 4 0 0 0 0 0 0 2 1 0 0 0 1 0 0 8 Total 0 9 0 0 0 1 2 0 6 4 0 0 1 2 0 0 25

08:00 2 7 0 0 0 1 0 0 1 3 0 0 0 0 0 0 14 08:15 1 3 0 0 0 2 2 0 1 2 2 0 0 2 1 0 16 08:30 0 3 0 0 2 0 0 0 0 3 0 0 0 1 0 0 9 08:45 1 6 0 0 0 0 0 0 0 1 0 0 1 0 0 0 9 Total 4 19 0 0 2 3 2 0 2 9 2 0 1 3 1 0 48

09:00 1 7 0 0 1 0 1 0 2 7 0 0 0 1 0 0 20 09:15 1 6 0 0 0 0 0 0 2 6 0 0 0 0 0 0 15 09:30 0 6 0 0 1 1 2 0 0 6 0 0 0 0 1 0 17 09:45 1 2 2 0 2 1 0 0 0 3 1 0 3 0 0 0 15 Total 3 21 2 0 4 2 3 0 4 22 1 0 3 1 1 0 67

10:00 2 2 0 0 0 0 0 0 0 1 0 0 0 0 0 0 5 10:15 0 3 0 0 0 1 2 0 0 3 0 0 0 1 0 0 10 10:30 0 3 0 0 1 1 0 0 1 0 0 0 0 0 0 0 6 10:45 0 2 0 0 0 3 0 0 1 1 0 0 0 0 1 0 8 Total 2 10 0 0 1 5 2 0 2 5 0 0 0 1 1 0 29

11:00 1 1 0 0 0 0 0 0 0 3 1 0 0 0 0 0 6 11:15 1 3 0 0 0 1 0 0 1 2 0 0 0 0 0 0 8 11:30 1 5 0 0 0 1 0 0 0 1 0 0 0 0 0 0 8 11:45 0 8 0 0 0 1 0 0 0 0 0 0 0 1 0 0 10 Total 3 17 0 0 0 3 0 0 1 6 1 0 0 1 0 0 32

12:00 0 2 0 0 0 3 1 0 0 1 0 0 0 1 0 0 8 12:15 0 0 0 0 0 0 1 0 0 5 0 0 0 3 0 0 9 12:30 1 5 0 0 1 1 0 0 0 2 0 0 0 2 0 0 12 12:45 0 4 0 0 0 1 1 0 0 1 0 0 0 0 0 0 7 Total 1 11 0 0 1 5 3 0 0 9 0 0 0 6 0 0 36

13:00 0 4 0 0 0 0 0 0 0 3 1 0 0 0 0 0 8 13:15 0 2 1 0 0 1 0 0 9 2 2 0 0 0 0 0 17 13:30 1 2 0 0 1 0 0 0 0 7 0 0 0 0 0 0 11 13:45 0 2 1 0 0 1 1 0 0 3 0 0 0 0 1 0 9 Total 1 10 2 0 1 2 1 0 9 15 3 0 0 0 1 0 45

14:00 1 5 0 0 0 1 1 0 0 1 1 0 0 0 0 0 10 14:15 1 7 0 0 1 0 2 0 1 4 0 0 0 0 0 0 16 14:30 0 1 0 0 0 1 0 0 0 2 0 0 0 0 1 0 5 14:45 0 3 0 0 2 1 1 0 1 5 0 0 0 0 0 0 13 Total 2 16 0 0 3 3 4 0 2 12 1 0 0 0 1 0 44

15:00 1 0 0 0 1 0 0 0 0 2 0 0 1 0 0 0 5 15:15 1 2 1 0 0 2 1 0 0 3 0 0 0 0 0 0 10 15:30 1 5 0 0 0 1 1 0 0 2 0 0 0 2 0 0 12 15:45 1 7 0 0 1 1 2 0 1 1 0 0 0 2 1 0 17 Total 4 14 1 0 2 4 4 0 1 8 0 0 1 4 1 0 44

16:00 0 3 0 0 0 0 0 0 0 3 1 0 0 0 1 0 8 16:15 0 3 0 0 0 1 1 0 0 0 0 0 0 1 0 0 6 16:30 0 2 0 0 2 0 0 0 0 3 1 0 1 0 0 0 9 16:45 0 2 0 0 0 1 0 0 0 1 2 0 1 0 0 1 8 Total 0 10 0 0 2 2 1 0 0 7 4 0 2 1 1 1 31

Chipley FL, 32428 File Name : W Spencer Field Rd @ Gidden Site Code : 00000000 Start Date : 10/12/2021 Page No : 2

Groups Printed- Trucks W Spencer Field Rd

Southbound S Spencer Field Rd

Westbound W Spencer Field Rd

Northbound Giddens Ln Eastbound

Start Time Left Thru Right Peds Left Thru Right Peds Left Thru Right Peds Left Thru Right Peds Int.

Total Factor 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 17:00 1 0 0 0 0 0 0 0 1 1 0 0 0 0 0 0 3 17:15 0 1 0 0 1 0 0 0 0 5 0 0 0 0 0 0 7 17:30 0 2 1 0 0 1 1 0 0 2 0 0 0 1 0 0 8 17:45 0 3 0 0 0 1 1 0 0 2 0 0 1 1 0 0 9 Total 1 6 1 0 1 2 2 0 1 10 0 0 1 2 0 0 27

18:00 0 0 0 0 0 1 0 0 0 2 1 0 0 0 0 0 4 18:15 0 2 0 0 1 1 0 0 0 2 0 0 0 1 0 0 7 18:30 0 0 0 0 0 0 2 0 0 2 0 0 0 0 1 0 5 18:45 0 0 0 0 0 0 0 0 0 4 0 0 0 0 0 0 4 Total 0 2 0 0 1 2 2 0 0 10 1 0 0 1 1 0 20

Grand Total 21 145 6 0 18 34 26 0 28 117 13 0 9 22 8 1 448 Apprch % 12.2 84.3 3.5 0.0 23.1 43.6 33.3 0.0 17.7 74.1 8.2 0.0 22.5 55.0 20.0 2.5

Total % 4.7 32.4 1.3 0.0 4.0 7.6 5.8 0.0 6.3 26.1 2.9 0.0 2.0 4.9 1.8 0.2

Chipley FL, 32428 File Name : W Spencer Fd Rd @ N Spencer Fd Rd Site Code : 00000000 Start Date : 10/12/2021 Page No : 1

Groups Printed- Cars - Trucks W Spencer Field Rd

Southbound N Spencer Field Rd

Westbound W Spencer Field Rd

Northbound Rolyat Rd Eastbound

Start Time Left Thru Right Peds Left Thru Right Peds Left Thru Right Peds Left Thru Right Peds Int.

Total Factor 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 07:00 19 118 4 0 20 0 25 0 0 50 1 0 0 0 0 0 237 07:15 23 122 0 0 14 0 16 0 1 48 1 0 3 0 1 0 229 07:30 18 125 0 0 12 0 28 0 0 45 2 0 1 1 1 0 233 07:45 39 126 2 0 5 0 18 0 1 52 3 0 0 0 1 0 247 Total 99 491 6 0 51 0 87 0 2 195 7 0 4 1 3 0 946

08:00 23 97 2 0 12 0 24 0 2 55 6 0 0 1 2 0 224 08:15 20 89 3 0 11 0 13 0 1 63 5 0 1 0 2 0 208 08:30 26 110 2 0 14 0 20 0 3 49 7 0 2 0 1 0 234 08:45 27 138 1 0 10 1 24 0 4 52 3 0 1 0 3 0 264 Total 96 434 8 0 47 1 81 0 10 219 21 0 4 1 8 0 930

09:00 26 64 5 0 3 0 21 0 5 65 9 0 0 0 0 0 198 09:15 25 70 1 0 3 1 28 0 1 46 6 0 0 3 1 0 185 09:30 17 54 0 0 8 2 21 0 1 42 5 0 1 0 3 0 154 09:45 15 69 3 0 6 1 21 0 2 60 10 0 3 1 1 0 192 Total 83 257 9 0 20 4 91 0 9 213 30 0 4 4 5 0 729

10:00 17 60 2 0 7 0 26 0 5 52 8 0 1 1 0 0 179 10:15 23 56 4 0 10 0 22 0 1 38 4 0 2 1 1 0 162 10:30 27 51 2 0 7 1 16 0 2 45 8 0 0 0 2 0 161 10:45 18 51 2 0 8 7 15 0 0 48 2 0 1 0 5 0 157 Total 85 218 10 0 32 8 79 0 8 183 22 0 4 2 8 0 659

11:00 17 53 2 0 5 0 23 0 2 56 7 0 3 2 5 0 175 11:15 11 50 3 0 5 2 25 0 3 51 5 0 2 2 4 0 163 11:30 28 46 1 0 6 0 25 0 2 41 5 0 1 0 4 0 159 11:45 15 69 3 0 9 0 20 0 1 39 5 0 3 2 5 0 171 Total 71 218 9 0 25 2 93 0 8 187 22 0 9 6 18 0 668

12:00 17 58 1 0 4 0 32 0 3 50 8 0 3 1 0 0 177 12:15 19 58 1 0 7 3 33 0 3 58 3 0 2 1 1 0 189 12:30 22 58 2 0 7 1 31 0 1 62 9 0 3 1 2 0 199 12:45 21 47 2 0 9 3 37 0 4 60 6 0 2 3 4 0 198 Total 79 221 6 0 27 7 133 0 11 230 26 0 10 6 7 0 763

13:00 22 60 3 0 4 1 24 0 0 68 7 0 1 0 2 0 192 13:15 22 52 0 0 9 1 28 0 3 72 7 0 0 0 1 0 195 13:30 19 67 2 0 10 0 34 0 2 60 7 0 0 1 3 0 205 13:45 19 62 1 0 5 0 31 0 0 63 5 0 1 0 3 0 190 Total 82 241 6 0 28 2 117 0 5 263 26 0 2 1 9 0 782

14:00 18 74 1 0 6 1 36 0 2 58 12 0 5 2 1 0 216 14:15 23 61 2 0 9 3 40 0 1 57 14 0 2 2 1 0 215 14:30 27 71 2 0 9 1 35 0 0 64 7 0 1 1 3 0 221 14:45 24 70 0 0 12 0 34 0 1 93 6 0 1 1 2 0 244 Total 92 276 5 0 36 5 145 0 4 272 39 0 9 6 7 0 896

15:00 28 68 2 0 5 4 41 0 1 66 7 0 5 1 6 0 234 15:15 35 77 0 0 8 1 38 0 2 85 15 0 1 0 0 0 262 15:30 27 84 3 0 5 0 39 0 6 104 9 1 0 0 1 0 279 15:45 35 68 2 0 16 1 48 0 1 105 14 0 1 1 3 0 295 Total 125 297 7 0 34 6 166 0 10 360 45 1 7 2 10 0 1070

16:00 28 59 1 0 4 1 34 0 2 92 16 0 2 1 4 0 244 16:15 30 85 3 0 6 0 43 0 0 80 18 0 0 1 1 0 267 16:30 29 68 2 0 7 0 55 0 2 112 13 0 0 0 1 0 289 16:45 25 73 1 0 3 4 58 0 1 112 19 0 1 0 1 0 298 Total 112 285 7 0 20 5 190 0 5 396 66 0 3 2 7 0 1098

Chipley FL, 32428 File Name : W Spencer Fd Rd @ N Spencer Fd Rd Site Code : 00000000 Start Date : 10/12/2021 Page No : 2

Groups Printed- Cars - Trucks W Spencer Field Rd

Southbound N Spencer Field Rd

Westbound W Spencer Field Rd

Northbound Rolyat Rd Eastbound

Start Time Left Thru Right Peds Left Thru Right Peds Left Thru Right Peds Left Thru Right Peds Int.

Total Factor 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 17:00 25 88 3 0 9 1 50 0 3 131 9 0 1 2 4 0 326 17:15 27 75 1 0 7 0 77 0 1 101 9 0 3 0 5 0 306 17:30 24 78 1 0 5 0 47 0 2 114 14 0 2 0 2 0 289 17:45 27 70 3 0 6 1 35 0 1 115 20 0 4 1 1 0 284 Total 103 311 8 0 27 2 209 0 7 461 52 0 10 3 12 0 1205

18:00 26 72 0 0 5 0 54 0 4 96 5 0 2 0 1 0 265 18:15 21 52 1 0 2 0 62 0 1 84 14 0 1 0 1 0 239 18:30 23 50 1 0 7 1 25 0 0 73 11 0 1 0 4 0 196 18:45 21 50 1 0 4 0 37 0 0 69 7 0 2 0 4 0 195 Total 91 224 3 0 18 1 178 0 5 322 37 0 6 0 10 0 895

Grand Total 1118 3473 84 0 365 43 1569 0 84 3301 393 1 72 34 104 0 10641 Apprch % 23.9 74.3 1.8 0.0 18.5 2.2 79.4 0.0 2.2 87.4 10.4 0.0 34.3 16.2 49.5 0.0

Total % 10.5 32.6 0.8 0.0 3.4 0.4 14.7 0.0 0.8 31.0 3.7 0.0 0.7 0.3 1.0 0.0

Chipley FL, 32428 File Name : W Spencer Fd Rd @ N Spencer Fd Rd Site Code : 00000000 Start Date : 10/12/2021 Page No : 3

W Spencer Field Rd Southbound

N Spencer Field Rd Westbound

W Spencer Field Rd Northbound

Rolyat Rd Eastbound

Start Time

Left Thr u Rig ht Ped s App.

Total

Left Thr u Rig ht Ped s App.

Total

Left Thr u Rig ht Ped s App.

Total

Left Thr u Rig ht Ped s App.

Total

Int.

Total

Peak Hour From 07:00 to 09:45 - Peak 1 of 1 Intersecti on 07:00

Volume 99 491 6 0 596 51 0 87 0 138 2 195 7 0 204 4 1 3 0 8 946

Percent 16.

82.

1.0 0.0

37.

0.0 63.

0.0 1.0

95.

3.4 0.0 50.

12.

37.

0.0

07:45 Volume

39 126 2 0 167 5 0 18 0 23 1 52 3 0 56 0 0 1 0 1 247

Peak Factor

0.957

High Int. 07:45 07:00 07:45 07:15 Volume 39 126 2 0 167 20 0 25 0 45 1 52 3 0 56 3 0 1 0 4

Peak Factor

0.89

0.76

0.91

0.50

Peak Hour From 10:00 to 13:45 - Peak 1 of 1 Intersecti on 12:45

Volume 84 226 7 0 317 32 5 123 0 160 9 260 27 0 296 3 4 10 0 17 790

Percent 26.

71.

2.2 0.0

20.

3.1 76.

0.0 3.0

87.

9.1 0.0 17.

23.

58.

0.0

13:30 Volume

19 67 2 0 88 10 0 34 0 44 2 60 7 0 69 0 1 3 0 4 205

Peak Factor

0.963

High Int. 13:30 12:45 13:15 12:45 Volume 19 67 2 0 88 9 3 37 0 49 3 72 7 0 82 2 3 4 0 9

Peak Factor

0.90

0.81

0.90

0.47

Peak Hour From 14:00 to 18:45 - Peak 1 of 1 Intersecti on 16:30

Volume 106 304 7 0 417 26 5 240 0 271 7 456 50 0 513 5 2 11 0 18 1219

Percent 25.

72.

1.7 0.0 9.6 1.8

88.

0.0 1.4 88.

9.7 0.0

27.

11.

61.

0.0

17:00 Volume

25 88 3 0 116 9 1 50 0 60 3 131 9 0 143 1 2 4 0 7 326

Peak Factor

0.935

High Int. 17:00 17:15 17:00 17:15 Volume 25 88 3 0 116 7 0 77 0 84 3 131 9 0 143 3 0 5 0 8

Peak Factor

0.89

0.80

0.89

0.56

Chipley FL, 32428 File Name : W Spencer Fd Rd @ N Spencer Fd Rd Site Code : 00000000 Start Date : 10/12/2021 Page No : 1

Groups Printed- Trucks W Spencer Field Rd

Southbound N Spencer Field Rd

Westbound W Spencer Field Rd

Northbound Rolyat Rd Eastbound

Start Time Left Thru Right Peds Left Thru Right Peds Left Thru Right Peds Left Thru Right Peds Int.

Total Factor 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 07:00 1 0 0 0 2 0 1 0 0 5 0 0 0 0 0 0 9 07:15 1 1 0 0 2 0 0 0 0 4 0 0 0 0 0 0 8 07:30 2 3 0 0 0 0 0 0 0 1 0 0 0 0 0 0 6 07:45 3 5 1 0 0 0 0 0 0 2 0 0 0 0 0 0 11 Total 7 9 1 0 4 0 1 0 0 12 0 0 0 0 0 0 34

08:00 0 2 0 0 0 0 2 0 0 4 0 0 0 0 0 0 8 08:15 1 2 0 0 0 0 2 0 0 3 1 0 0 0 1 0 10 08:30 3 6 0 0 1 0 1 0 0 1 0 0 0 0 0 0 12 08:45 0 8 0 0 0 0 0 0 0 4 0 0 0 0 0 0 12 Total 4 18 0 0 1 0 5 0 0 12 1 0 0 0 1 0 42

09:00 1 5 0 0 0 0 1 0 0 7 1 0 0 0 0 0 15 09:15 2 7 0 0 1 0 4 0 0 7 1 0 0 0 0 0 22 09:30 3 4 0 0 0 0 0 0 0 1 0 0 0 0 0 0 8 09:45 0 4 0 0 1 0 0 0 0 5 1 0 0 0 0 0 11 Total 6 20 0 0 2 0 5 0 0 20 3 0 0 0 0 0 56

10:00 1 2 0 0 0 0 1 0 0 1 0 0 0 0 0 0 5 10:15 0 2 0 0 1 0 2 0 0 3 0 0 0 0 0 0 8 10:30 0 2 0 0 0 0 0 0 0 1 0 0 0 0 0 0 3 10:45 0 0 1 0 1 0 1 0 0 0 0 0 0 0 0 0 3 Total 1 6 1 0 2 0 4 0 0 5 0 0 0 0 0 0 19

11:00 0 3 0 0 0 0 1 0 0 4 1 0 0 0 1 0 10 11:15 0 3 0 0 0 0 1 0 0 2 0 0 0 0 0 0 6 11:30 3 3 0 0 0 0 0 0 0 1 0 0 0 0 0 0 7 11:45 0 9 0 0 0 0 0 0 0 0 0 0 0 0 0 0 9 Total 3 18 0 0 0 0 2 0 0 7 1 0 0 0 1 0 32

12:00 2 0 0 0 0 0 1 0 0 1 0 0 0 0 0 0 4 12:15 2 1 0 0 1 0 0 0 0 3 0 0 0 0 0 0 7 12:30 0 3 0 0 0 0 1 0 0 4 0 0 0 0 0 0 8 12:45 0 2 0 0 0 0 2 0 0 1 0 0 0 0 0 0 5 Total 4 6 0 0 1 0 4 0 0 9 0 0 0 0 0 0 24

13:00 1 2 0 0 1 0 1 0 0 2 0 0 0 0 0 0 7 13:15 1 1 0 0 1 0 0 0 0 3 0 0 0 0 0 0 6 13:30 4 2 0 0 1 0 2 0 0 5 0 0 0 0 0 0 14 13:45 1 2 0 0 0 0 2 0 0 2 0 0 0 0 0 0 7 Total 7 7 0 0 3 0 5 0 0 12 0 0 0 0 0 0 34

14:00 1 5 0 0 0 0 2 0 0 2 0 0 0 0 0 0 10 14:15 0 5 0 0 0 0 2 0 0 7 0 0 0 0 0 0 14 14:30 1 1 0 0 0 0 1 0 0 3 0 0 0 0 0 0 6 14:45 0 3 0 0 0 0 4 0 0 7 0 0 0 0 0 0 14 Total 2 14 0 0 0 0 9 0 0 19 0 0 0 0 0 0 44

15:00 2 0 0 0 0 0 1 0 0 2 0 0 0 0 0 0 5 15:15 3 7 0 0 1 0 1 0 0 3 1 0 0 0 0 0 16 15:30 1 3 0 0 0 0 1 0 0 3 0 0 0 0 0 0 8 15:45 0 4 0 0 0 0 1 0 0 2 0 0 0 0 0 0 7 Total 6 14 0 0 1 0 4 0 0 10 1 0 0 0 0 0 36

16:00 0 2 0 0 0 0 1 0 0 4 1 0 0 0 0 0 8 16:15 2 3 0 0 0 0 2 0 0 1 0 0 0 0 0 0 8 16:30 0 2 0 0 0 0 3 0 0 0 0 0 0 0 0 0 5 16:45 1 1 0 0 0 0 2 0 0 1 0 0 0 0 0 0 5 Total 3 8 0 0 0 0 8 0 0 6 1 0 0 0 0 0 26

Chipley FL, 32428 File Name : W Spencer Fd Rd @ N Spencer Fd Rd Site Code : 00000000 Start Date : 10/12/2021 Page No : 2

Groups Printed- Trucks W Spencer Field Rd

Southbound N Spencer Field Rd

Westbound W Spencer Field Rd

Northbound Rolyat Rd Eastbound

Start Time Left Thru Right Peds Left Thru Right Peds Left Thru Right Peds Left Thru Right Peds Int.

Total Factor 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 17:00 0 1 0 0 0 0 0 0 0 1 0 0 0 0 0 0 2 17:15 0 0 0 0 0 0 2 0 0 2 1 0 0 0 0 0 5 17:30 1 2 0 0 0 0 1 0 0 3 0 0 0 0 0 0 7 17:45 1 2 0 0 0 0 0 0 0 2 0 0 0 0 0 0 5 Total 2 5 0 0 0 0 3 0 0 8 1 0 0 0 0 0 19

18:00 1 0 0 0 0 0 1 0 0 2 0 0 0 0 0 0 4 18:15 0 0 0 0 0 0 0 0 0 3 0 0 0 0 0 0 3 18:30 0 0 0 0 0 0 1 0 0 1 1 0 0 0 0 0 3 18:45 0 0 0 0 0 0 0 0 0 4 2 0 0 0 0 0 6 Total 1 0 0 0 0 0 2 0 0 10 3 0 0 0 0 0 16

Grand Total 46 125 2 0 14 0 52 0 0 130 11 0 0 0 2 0 382 Apprch % 26.6 72.3 1.2 0.0 21.2 0.0 78.8 0.0 0.0 92.2 7.8 0.0 0.0 0.0 100.0 0.0

Total % 12.0 32.7 0.5 0.0 3.7 0.0 13.6 0.0 0.0 34.0 2.9 0.0 0.0 0.0 0.5 0.0

APPENDIX B

Spot Speed Study

W. Spencer Field Rd south of Twelve Oaks Drive

Form 750-010-03

TRAFFIC ENGINEERING

February 2015

78 - 79.9

76 - 77.9

74 - 75.9

72 - 73.9

70 - 71.9

68 - 69.9

66 - 67.9

64 - 65.9

62 - 63.9

60 - 61.9

58 - 59.9

56 - 57.9

54 - 55.9

52 - 53.9

50 - 51.9

48 - 49.9

1 46 - 47.9 1

1 1 44 - 45.9 1 1 1

42 - 43.9 1 1 1 1 1 1 1 1 1

1 1 1 1 1 1 40 - 41.9 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

1 1 1 1 1 1 1 1 1 1 1 1 1 1 38 - 39.9 1 1 1 1 1 1 1 1 1

1 1 1 1 1 1 1 1 1 1 36 - 37.9 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 34 - 35.9 2 2 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 32 - 33.9 1 1 1 1 1 1 1 1 1 1 1 1

1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 30 - 31.9 1 1 1

1 1 1 1 1 1 1 1 1 1 28 - 29.9 1 1 1 1 1

1 1 1 1 1 1 26 - 27.9 1 1

24 - 25.9

22 - 23.9

1 20 - 21.9

18 - 19.9

16 - 17.9

14 - 15.9

12 - 13.9

10 - 11.9

Santa Rosa

Time Period From:

State of Florida Department of Transportation

VEHICLE SPOT SPEED STUDY

General Information Site Information

Analyst/Observer: Robert Madden Location: W Spencer Field Rd s. of Twelve Oaks Dr

11:00 AM To: 12:00 PM Roadway ID: 58000020

Weather/Road Condition: Clear Dry Milepost : 3.211

South bound Both

Directions

Posted Speed (mph): 30mph Remarks:

Vehicles traveling North bound Speed

(mph)

Vehicles traveling

Agency or Company: HSA City:

Date Performed: Friday, October 08, 2021 County:

15 20 Total

Cum

Total

Cum

Total Total

20 15 10 5

100 0 ≥ 80 0 102

Total Cum

Total5 10

0 202

100 0 0 102 0

100 0 0 102 0 202

100 0 0 102 0 202

100 0 0 102 0 202

100 0 0 102 0 202

100 0 0 102 0 202

100 0 0 102 0 202

100 0 0 102 0 202

100 0 0 102 0 202

100 0 0 102 0 202

100 0 0 102 0 202

100 0 0 102 0 202

100 0 0 102 0 202

100 0 0 102 0 202

100 0 0 102 0 202

100 1 1 102 2 202

100 0 0 102 0 202

97 0 9 98 9 195

99 2 3 101 5 200

91 14 9 73 23 164

97 6 16 89 22 186

67 20 22 44 42 111

77 10 20 64 30 141

32 15 3 10 18 42

47 15 12 22 27 69

7 6 2 2 8 9

17 10 5 7 15 24

1 0 0 0 0 1

1 0 0 0 0 1

0 0 0 0 0 0

1 1 0 0 1 1

0 0 0 0 0 0

0 0 0 0 0 0

0 0 0 0 0 0

0 0 0 0 0 0

100 TOTALS 102 202

0 0 ≤ 10 0 0 0

Travel Direction 1 → North Speed Data Summary South ← Travel Direction 2 Both

Directions

30-40 10 mph Pace 32-42 32-42

OK OK OK

85 85th Percentile Vehicle 87 172

39 85th Percentile Speed 41 41

APPENDIX C

Signal Warrant Worksheets

APPENDIX D

Synchro Analysis – PM Peak Hour

West Spencer Field Rd at S Spencer Field Rd PM Peak 10/28/2021

West Spencer Field Rd at S Spencer Field Rd 10/28/2021 PM Peak Synchro 10 Light Report

Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 86 75 18 36 105 68 28 407 38 51 311 7 Future Volume (vph) 86 75 18 36 105 68 28 407 38 51 311 7 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 0.986 0.956 0.989 0.997 Flt Protected 0.977 0.991 0.997 0.993 Satd. Flow (prot) 0 1794 0 0 1765 0 0 1837 0 0 1844 0 Flt Permitted 0.769 0.917 0.964 0.889 Satd. Flow (perm) 0 1412 0 0 1633 0 0 1776 0 0 1651 0 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR) 13 54 11 3 Link Speed (mph) 30 30 30 30 Link Distance (ft) 775 805 646 584 Travel Time (s) 17.6 18.3 14.7 13.3 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Adj. Flow (vph) 93 82 20 39 114 74 30 442 41 55 338 8 Shared Lane Traffic (%) Lane Group Flow (vph) 0 195 0 0 227 0 0 513 0 0 401 0 Turn Type Perm NA Perm NA Perm NA Perm NA Protected Phases 4 8 2 6 Permitted Phases 4 8 2 6 Detector Phase 4 4 8 8 2 2 6 6 Switch Phase Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Minimum Split (s) 23.5 23.5 23.5 23.5 23.5 23.5 23.5 23.5 Total Split (s) 23.5 23.5 23.5 23.5 26.5 26.5 26.5 26.5 Total Split (%) 47.0% 47.0% 47.0% 47.0% 53.0% 53.0% 53.0% 53.0% Yellow Time (s) 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 All-Red Time (s) 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 Total Lost Time (s) 5.5 5.5 5.5 5.5 Lead/Lag Lead-Lag Optimize?

Recall Mode None None None None Max Max Max Max Act Effct Green (s) 10.6 10.5 25.3 25.3 Actuated g/C Ratio 0.24 0.24 0.58 0.58 v/c Ratio 0.55 0.52 0.49 0.42 Control Delay 18.9 14.7 10.3 9.6 Queue Delay 0.0 0.0 0.0 0.0 Total Delay 18.9 14.7 10.3 9.6

LOS B B B A

Approach Delay 18.9 14.7 10.3 9.6 Approach LOS B B B A Queue Length 50th (ft) 38 35 76 57 Queue Length 95th (ft) 82 79 187 143 Internal Link Dist (ft) 695 725 566 504 Turn Bay Length (ft) Base Capacity (vph) 597 713 1041 965

West Spencer Field Rd at S Spencer Field Rd PM Peak 10/28/2021

West Spencer Field Rd at S Spencer Field Rd 10/28/2021 PM Peak Synchro 10 Light Report

Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Starvation Cap Reductn 0 0 0 0 Spillback Cap Reductn 0 0 0 0 Storage Cap Reductn 0 0 0 0 Reduced v/c Ratio 0.33 0.32 0.49 0.42

Intersection Summary Area Type: Other Cycle Length: 50 Actuated Cycle Length: 43.3 Natural Cycle: 50 Control Type: Actuated-Uncoordinated Maximum v/c Ratio: 0.55 Intersection Signal Delay: 12.1 Intersection LOS: B Intersection Capacity Utilization 65.4% ICU Level of Service C Analysis Period (min) 15

Splits and Phases: 3: W Spencer Field Rd & Giddens Ln/S Spencer Field Rd

West Spencer Field at N. Spencer Field PM Peak 10/29/2021

PM Peak Synchro 10 Light Report

Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 5 2 11 26 5 240 7 456 50 106 304 7 Future Volume (vph) 5 2 11 26 5 240 7 456 50 106 304 7 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 0.915 0.880 0.987 0.998 Flt Protected 0.987 0.995 0.999 0.987 Satd. Flow (prot) 0 1682 0 0 1631 0 0 1837 0 0 1835 0 Flt Permitted 0.770 0.963 0.994 0.770 Satd. Flow (perm) 0 1312 0 0 1579 0 0 1827 0 0 1431 0 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR) 12 261 13 2 Link Speed (mph) 30 30 30 30 Link Distance (ft) 686 752 600 627 Travel Time (s) 15.6 17.1 13.6 14.3 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Adj. Flow (vph) 5 2 12 28 5 261 8 496 54 115 330 8 Shared Lane Traffic (%) Lane Group Flow (vph) 0 19 0 0 294 0 0 558 0 0 453 0 Turn Type Perm NA Perm NA Perm NA Perm NA Protected Phases 4 8 2 6 Permitted Phases 4 8 2 6 Detector Phase 4 4 8 8 2 2 6 6 Switch Phase Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Minimum Split (s) 23.5 23.5 23.5 23.5 23.5 23.5 23.5 23.5 Total Split (s) 23.5 23.5 23.5 23.5 36.5 36.5 36.5 36.5 Total Split (%) 39.2% 39.2% 39.2% 39.2% 60.8% 60.8% 60.8% 60.8% Yellow Time (s) 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 All-Red Time (s) 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 Total Lost Time (s) 5.5 5.5 5.5 5.5 Lead/Lag Lead-Lag Optimize?

Recall Mode None None None None Max Max Max Max Act Effct Green (s) 7.9 7.9 32.1 32.1 Actuated g/C Ratio 0.15 0.15 0.63 0.63 v/c Ratio 0.09 0.63 0.48 0.50 Control Delay 12.8 10.9 7.4 8.4 Queue Delay 0.0 0.0 0.0 0.0 Total Delay 12.8 10.9 7.4 8.4

LOS B B A A

Approach Delay 12.8 10.9 7.4 8.4 Approach LOS B B A A Queue Length 50th (ft) 2 8 63 53 Queue Length 95th (ft) 15 60 172 157 Internal Link Dist (ft) 606 672 520 547 Turn Bay Length (ft) Base Capacity (vph) 471 727 1153 900

West Spencer Field at N. Spencer Field PM Peak 10/29/2021

PM Peak Synchro 10 Light Report

Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Starvation Cap Reductn 0 0 0 0 Spillback Cap Reductn 0 0 0 0 Storage Cap Reductn 0 0 0 0 Reduced v/c Ratio 0.04 0.40 0.48 0.50

Intersection Summary Area Type: Other Cycle Length: 60 Actuated Cycle Length: 51.1 Natural Cycle: 60 Control Type: Semi Act-Uncoord Maximum v/c Ratio: 0.63 Intersection Signal Delay: 8.6 Intersection LOS: A Intersection Capacity Utilization 81.3% ICU Level of Service D Analysis Period (min) 15

Splits and Phases: 3: W Spencer Rd & Rolyat Rd/N Spencer Rd

6. Roundabout Swept Path and Fastest Path

Analysis

7. Drainage Analysis

SANTA ROSA COUNTY PUBLIC WORKS

SPREAD CALCULATIONS

Road: West Spencer Field Road Sheet 1 of 1

County: Santa Rosa Prepared by: JCB Date: 5/30/25

Project Number: 21-006 ACEF-005 Checked by: JAM Date: 6/2/25

System Description: Roundabout Inlets

0.016

Inlet No.

or

Location

C · A

(ac)

Overland

Runoff

(cfs)

Previous

Bypass

(cfs)

Total

Flow

(cfs)

Cross

Slope

(ft/ft)

Long

Slope

Spread

(ft)

Allowable

Spread (ft)

Intercepted

Flow (cfs)

Bypass

Flow

(cfs)

Bypass to Inlet

No. or

Location

S-03 0.040 0.2 0.0 0.2 0.02 1.11% 3.6 8.3 0.2 0.0 51+00 L

S-04 0.074 0.3 0.0 0.3 0.02 0.61% 5.0 6.5 0.3 0.0 54+20 R

S-09 0.024 0.1 0.0 0.1 0.02 2.30% 2.6 8.8 0.1 0.0 10+70 R

S-10 0.028 0.1 0.0 0.1 0.02 2.66% 2.6 9.8 0.1 0.0 10+70 L

S-12 0.075 0.3 0.0 0.3 0.02 0.30% 5.8 10.8 0.3 0.0 In Sag

S-13 0.032 0.1 0.0 0.1 0.02 1.30% 3.2 6.8 0.1 0.0 14+20 L

S-14 0.019 0.1 0.0 0.1 0.02 0.30% 3.4 6.5 0.1 0.0 In Sag

10+70 L 0.095 0.4 0.0 0.4 0.02 0.71% 5.3 6.0 0.0 0.4 Curb End

10+70 R 0.110 0.4 0.0 0.4 0.02 0.82% 5.5 6.0 0.0 0.4 Curb End

14+20 L 0.040 0.2 0.0 0.2 0.02 0.30% 4.5 6.5 0.0 0.2 Curb End

51+00 L 0.063 0.3 0.0 0.3 0.02 0.37% 5.2 6.5 0.0 0.3 Curb End

51+00 R 0.090 0.4 0.0 0.4 0.02 0.39% 5.9 6.5 0.0 0.4 Curb End

54+20 L 0.081 0.3 0.0 0.3 0.02 0.30% 5.9 6.0 0.0 0.3 Curb End

54+20 R 0.023 0.1 0.0 0.1 0.02 0.31% 3.7 6.5 0.0 0.1 Curb End

Manning's n=

16/ 2/2025

STRMSWR

21-006 ACEF-005 128.55Consor North America Inc.

W Spencer Field Rd Roundabout JCB 0.00

0.000.200.95Santa Rosa JAM 129.73 Milton 10

HGL method: Standard FDOT (Jump HGL to pipe crown).

D5369.71D5308.90 0.42Partial0.1556n/an/a0.000.080.070.950.07 0.100132.44 132.44 132.340.00

53+69.71 24.23 0.0600n/asubn/a0.000.0010.00 0.54 8.06 0.080.000.000.200.03 n/a0.650.00

1 64.26DITCH n/a0.1556n/a132.110.00n/a0.000.000.080.000.000.00 0.100132.010.65

D5308.90 S-08 1.29Partial2.9284n/an/a0.000.000.000.950.00 1.682132.13 132.13 130.440.00

53+08.90 45.00 0.0600n/asubn/a0.000.0010.54 0.48 7.90 0.080.080.000.200.00 n/a0.640.00

1 57.45DITCH n/a5.2219n/a132.010.00n/a0.000.000.080.000.000.00 3.000129.010.64

S-11 S-08 2.29Full0.089818.96132.000.000.880.710.950.75 0.145130.73 130.73 130.590.00

13+76.15 51.32 0.01208.38 130.780.000.0010.00 1.17 8.06 0.880.000.160.200.84 130.597.120.00

1 161.20DBI-D 2.700.124430.00129.200.001.270.000.000.880.000.000.00 0.190129.017.12

S-08 S-07 0.75Partial1.5890n/an/a0.000.000.000.950.00 0.310130.44 130.44 130.130.00

12+08.96 29.52 0.2400n/asubn/a0.000.0011.17 0.16 7.71 0.960.960.000.200.00 n/a7.430.00

1 19.51DITCH n/a1.5890n/a129.010.00n/a0.000.000.960.000.000.00 0.310128.707.43

S-07 S-06 2.81Partial0.120618.96128.700.000.010.000.950.00 0.060129.95 129.95 129.890.00

11+89.45 28.61 0.01209.54zero130.280.000.0011.34 0.29 7.66 0.970.960.010.200.05 130.227.490.00

1 49.77MESC4-24 3.070.161030.00128.700.00-1.250.000.000.970.000.000.00 0.060128.647.49

S-06 S-05 2.97Partial0.186518.96131.500.000.000.000.950.00 0.090129.82 129.82 129.730.00

11+40.15 29.05 0.012010.43zero130.220.000.0011.63 0.00 7.57 0.980.970.000.200.01 130.137.450.00

1 48.26DBI-D 3.350.192530.00128.640.001.680.000.000.980.000.000.00 0.090128.557.45

Page:STORM SEWER HYDRAULICS System:

PROJECT CONDITIONS

Number: Organization: Outfall Tailwater El: Runoff Coefficients (default)Storm Event - User Defined

Area 3Description: Area 1 Area 2Designed by: Exit Loss at Outfall: Location Frequency County: Checked by: Storm Sewer Control El:

FROM TO Mann'gCapacityFlowFall Tc TravelInten. Total VelocityHGLPipe Pipe ElevationsInlet ElevationsFlow (cfs) Drainage Areas

OffsetStation 'N' Type(%)Height HGLHGLInletQb S-Qb Time CA ActualArea Runoff Lcl CAC*A LenType Brls FLWidth Crown Line Qfd S-Qfd Physical Min HGL CIA UpStrmCoeff

(cfs)(fps) (%)(in)(ft) Flow LineJnc LossClear.TOTALS-Qdw Qdw(min) (min) (in/hr) (ac)Tot CA(A) (C) (CA)

Units: ENGLISH Automated Storm sewer Analysis & Design (ASAD), copyright 1992-2003, Hiteshew Engineering Systems, Inc. Ph: (352) 383-4191

T60v11U.RPT 10/14/2003Portions of ASAD were developed by Kenneth J. Leeming, P.E. at International Engineering Consultants, Inc.

STRMSWR

21-006 ACEF-005 128.55Consor North America Inc.

W Spencer Field Rd Roundabout JCB 0.00

0.000.200.95Santa Rosa JAM 129.73 Milton 10

D5369.71D5308.90 0.000.080.070.950.07 0.00 1.001.00132.34132.44TRAPEZOID: 4.000.16

53+69.71 24.23 0.0010.00 0.54 8.06 0.080.000.000.200.03 0.00 0.65 0.0600132.442:1 4 Wide 2:1 0.090.33 0.33 0.420.16132.34

0.000.000.080.000.000.0064.26DITCH 0.65 0.67 0.67 3.58sub132.11 0.16132.01

D5308.90 S-08 0.000.000.000.950.00 0.00 2.002.50130.47132.15TRAPEZOID: 4.002.93

53+08.90 45.00 0.0010.54 0.48 7.90 0.080.080.000.200.00 0.00 0.64 0.0600132.132:1 4 Wide 2:1 0.090.14 0.12 1.292.93130.44

0.000.000.080.000.000.0057.45DITCH 0.64 2.36 1.88 2.71sub132.01 5.22129.01

S-08 S-07 0.000.000.000.950.00 0.00 2.002.50130.14130.45TRAPEZOID: 4.001.59

12+08.96 29.52 0.0011.17 0.16 7.71 0.960.960.